B. TECH. DEGREE COURSE (2013 SCHEME) - TKM …tkmce.ac.in/wp-content/uploads/2016/01/civil-engg-2013.pdf · B. TECH. DEGREE COURSE (2013 SCHEME) SYLLABUS FOR III SEMESTER CIVIL ENGINEERING

UNIVERSITY OF KERALA

B. TECH. DEGREE COURSE

(2013 SCHEME)

SYLLABUS FOR

III SEMESTER

CIVIL ENGINEERING

1

SCHEME -2013

III SEMESTER

CIVIL ENGINEERING ( C )

Course No

Name of subject Credits

Weekly load, hours C A

Marks

Exam Duration

Hrs

U E Max Mark

s

Total Marks

L T D/P

13.301 Engineering Mathematics II (ABCEFHMNPRSTU)

4 3 1 - 50 3 100 150

13.302 Mechanics of Structures (C) 4 3 1 - 50 3 100 150

13.303 Fluid Mechanics I (C) 4 3 1 - 50 3 100 150

13.304 Concrete Technology & Advanced Construction (C )

4 3 1 - 50 3 100 150

13.305 Surveying I (C ) 5 4 1 - 50 3 100 150

13.306 Engineering Geology (C ) 4 3 1 - 50 3 100 150

13.307 Building Drawing (C ) 2 - - 2 50 3 100 150

13.308 Practical Surveying I (C ) 2 - - 2 50 3 100 150

Total 29 19 6 4 400

800 1200

2

13.301 ENGINEERING MATHEMATICS - II (ABCEFHMNPRSTU)

Teaching Scheme: 3(L) - 1(T) - 0(P) Credits: 4

Course Objective:

This course provides students a basic understanding of vector calculus, Fourier series

and Fourier transforms which are very useful in many engineering fields. Partial

differential equations and its applications are also introduced as a part of this course.

Module – I

Vector differentiation and integration: Scalar and vector functions-differentiation of vector

functions-velocity and acceleration - scalar and vector fields - vector differential operator-

Gradient-Physical interpretation of gradient - directional derivative – divergence - curl -

identities involving (no proof) - irrotational and solenoidal fields - scalar potential.

Vector integration: Line, surface and volume integrals. Green’s theorem in plane. Stoke’s

theorem and Gauss divergence theorem (no proof).

Module – II

Fourier series: Fourier series of periodic functions. Dirichlet’s condition for convergence.

Odd and even functions. Half range expansions.

Fourier Transforms: Fourier integral theorem (no proof) –Complex form of Fourier integrals-

Fourier integral representation of a function- Fourier transforms – Fourier sine and cosine

transforms, inverse Fourier transforms, properties.

Module – III

Partial differential equations: Formation of PDE. Solution by direct integration. Solution of

Langrage’s Linear equation. Nonlinear equations - Charpit method. Homogeneous PDE with

constant coefficients.

Module – IV

Applications of Partial differential equations: Solution by separation of variables. One

dimensional Wave and Heat equations (Derivation and solutions by separation of variables).

Steady state condition in one dimensional heat equation. Boundary Value problems in one

dimensional Wave and Heat Equations.

References:

1. Kreyszig E., Advanced Engineering Mathematics, 9/e, Wiley India, 2013.

2. Grewal B. S., Higher Engineering Mathematics, 13/e, Khanna Publications, 2012.

3

3. Ramana B.V., Higher Engineering Mathematics, Tata McGraw Hill, 2007.

4. Greenberg M. D., Advanced Engineering Mathematics, 2/e, Pearson, 1998.

5. Bali N. P. and M. Goyal, Engineering Mathematics, 7/e, Laxmi Publications, India, 2012.

6. Koneru S. R., Engineering Mathematics, 2/e, Universities Press (India) Pvt. Ltd.,

2012.

Internal Continuous Assessment (Maximum Marks-50)

50% - Tests (minimum 2)

30% - Assignments (minimum 2) such as home work, problem solving, quiz, literature

survey, seminar, term-project, software exercises, etc.

20% - Regularity in the class

University Examination Pattern:

Examination duration: 3 hours Maximum Total Marks: 100

The question paper shall consist of 2 parts.

Part A (20 marks) - Five Short answer questions of 4 marks each. All questions are

compulsory. There should be at least one question from each module and not more

than two questions from any module.

Part B (80 Marks) - Candidates have to answer one full question out of the two from each

module. Each question carries 20 marks.

Course Outcome:

At the end of the course, the students will have the basic concepts of vector analysis,

Fourier series, Fourier transforms and Partial differential equations which they can use

later to solve problems related to engineering fields.

4

13.302 MECHANICS OF STRUCTURES (C)


Course Objective:

To learn the principles underlying the mechanics of deformable bodies and thereby to

understand the strength and physical performance of structures.

Module – I

Rigid and deformable bodies – Self weight – external loads –Concept of internal stresses –

Normal stress and shear stress – Concept of strain – Normal strain and shear strain –

Constitutive relation – Hooke’s law – Poisson’s ratio – Stress-strain diagram for mild steel

and tor steel – Working stress. Deformation of axially loaded bars of constant and varying

section – Principle of superposition – Composite sections – Elastic constants - Relationship

between elastic constants – Temperature stresses. Stress on inclined plane for axial and

biaxial stress fields – Principal stresses and strains – Mohr’s circle of stress

Module – II

Introduction to analysis of beams - Concept of bending moment and shear force -

Relationship connecting intensity of loading, shear force and bending moment – Shear force

and bending moment diagrams for cantilever, simply supported and overhanging beams for

different loadings such as point load, UDL, uniformly varying load and applied moment.

Theory of simple bending – Limitations – Flexural Rigidity - Bending stress distribution in

beams of different cross-sections – Moment of resistance – Beams of uniform strength

Module – III

Shear stress distribution in beams of different cross-sections. Introduction to shear centre

and shear flow (concept only – no numerical examples). Theory of columns – Short columns

– Direct and bending stresses in short columns - Kern of section - Pressure distribution of

dams and retaining walls. Torsion of solid and hollow circular shafts – Torsion of rectangular

shafts – Power transmission – Closely coiled and open coiled helical springs

Module – IV

Analysis of pin-jointed plane frames by the method of joints and sections. Strain energy –

Strain energy due to normal stress, shear stress and bending stress – Instantaneous stresses

and strains due to suddenly applied and impact loading. Stresses in thin cylindrical and

spherical shells – stresses in thick cylindrical shells.

5

References:

1. Junarkar S. B. and Shah S. J., Mechanics of Structures (Vol. I), 30/e,Charotar

Publishing House Pvt. Ltd., New Delhi, 2012.

2. Egor P. Popov, Engineering Mechanics of Solids, Prentice-Hall of India, New Delhi,

1993.

3. Timoshenko S. P. and J. M. Gere, Mechanics of Materials, CBS Publishers &

Distributors, New Delhi.1996.

4. Gere J. M., Mechanics of Materials, Thomson Books, New Delhi, 2003.

5. Crandall S. H., N. C. Dahl and T. J. Lardner, An Introduction to the Mechanics of Solids,

McGraw Hill International, Tokyo, 1994.

6. Singh D. K., Strength of Materials, 3/e, Ane Books Pvt. Ltd., New Delhi, 2013.

7. Punmia B. C., A. K. Jain and A. K. Jain, Mechanics of Materials, Laxmi Publications(P)

Ltd, New Delhi, 2001.

8. Prakash Rao D. S., Strength of Materials - A Practical Approach (Vol. I), University

Press, Hyderabad, 1999.

9. Jindal U C., Strength of Materials, Pearson, Delhi, 2012.

10. Jose S. and Kurian S. M., Mechanics of Solids, Pentagon, 2012.














Course Outcome:

At the end of the course, the students will be able to do the design and analysis of a

huge variety of mechanical and structural systems.

6

13.303 FLUID MECHANICS – I (C)


Course Objectives:

An understanding of fluid statics fundamentals, including concepts of pressure on submerged & floating bodies.

An understanding of fluid dynamics fundamentals, including concepts of mass and momentum conservation.

An ability to apply the fundamental theories of fluid statics and fluid dynamics to solve problems in Civil Engineering.

An exposure to recent developments in fluid mechanics, with application to civil engineering systems.

Module – I

Fluid statics: Fluid pressure, variation of pressure in a fluid, measurement of pressure using

manometers-simple manometers, differential manometers,. Pressure head forces on

immersed plane and curved surfaces. Pressure distribution diagram for vertical surfaces,

Practical application of total pressure (spillway gates).

Buoyancy and Floatation: Buoyant force, stability of floating and submerged bodies,

metacentre and metacentric height, analytical and experimental determination of

metacentric height.

Module – II

Kinematics of fluids: Methods of describing fluid motion, Lagrangian and Eulerian methods,

Types of fluid flow: steady and unsteady flow, uniform and non-uniform flow, one, two and

three dimensional flow, laminar and turbulent flow, rotational and irrotational flow,

Types of flow lines: stream line, path line, streak lines, conservation of mass, equation of

continuity in one, two and three dimensions, (Derivation in Cartesian co-ordinate system)

Velocity & Acceleration of fluid particle, convective and local acceleration, Deformation of

fluid elements: circulation and vorticity, velocity potential, stream function, equipotential

lines, flow net, uses of flow net.

Module – III

Factors influencing motion: Euler’s equation of motion and integration of Euler’s equation of

motion along a streamline, Bernoulli’s Equation, Energy and Momentum correction factors,

Applications of Bernoulli’s equation, Pitot tube, Venturimeter and orifice meter. Vortex

motion, free and forced vortex(no problems).

Flow through orifices: Different types of orifices, Flow over a sharp edged orifice, Hydraulic

coefficients –Experimental determination of these coefficients, flow through large

7

rectangular orifice, Flow through submerged orifices, flow under variable heads, time of

emptying.

Flow over weirs: Types of weirs flow over rectangular sharp crested weir, Francis formula,

Flow over a trapezoidal weir, Cipolletti weir, broad crested weir, submerged weirs,

proportional weir, time of emptying through weirs.

Module – IV

Pipe flow: Major and minor energy losses, Darcy- Weisbach equation, hydraulic gradient and

total energy line, pipe connecting reservoirs-pipes in series, pipes in parallel, equivalent

pipe, transmission of power through pipes

Viscous flow: Laminar flow through circular pipes, Hagen Poiseuille equation, Reynolds

experiment. Laminar flow between two stationary parallel plates.

Momentum equation – application to flow through pipe bends.

References:

1. Modi P. N. and S. M. Seth, Hydraulics & Fluid Mechanics, S.B.H Publishers, New Delhi,

2002.

2. Vennard J. K. and R. L. Street, Elementary Fluid Mechanics, John Wiley and Sons, New

York, 1975.

3. Streeter V. L., E. B. Wylie and K. W. Bedford, Fluid Mechanics, Tata McGraw Hill,

Delhi, 2010.

4. Kumar D. S., Fluid Mechanics and Fluid Power Engineering, S. K. Kataria & Sons, New

Delhi, 1998.

5. Jain A. K., Fluid Mechanics, Khanna Publishers, Delhi, 1996.

6. Douglas J. F., Fluid Mechanics, 4/e Pearson Education, 2005.

7. Narasimhan S., A First Course in Fluid Mechanics, University Press (India) Pvt. Ltd.,

2006.

8. Husain Z., Z. Abdullah and Z. Alimuddin, Basic Fluid Mechanics & Hydraulic Machines,

B S Publications, 2008.

9. Bansal R. K., A Textbook of Fluid Mechanics and Hydraulic Machines, Laxmi

Publications, 2005.

10. Subramanya K., Theory and Applications of Fluid Mechanics, Tata McGraw-Hill, 1993.






8









Note: No charts, tables, codes are permitted in the Examination hall .If necessary

relevant data shall be given along with the question paper by the question paper

setter.

Course Outcome:

Students can identify and analyse problems in Fluid mechanics related areas in Civil

Engineering

Develops an ability to solve problems in Civil Engineering using the principles of fluid

mechanics

Acquires the required knowledge for preparing designs for hydraulic structures

9

13.304 CONCRETE TECHNOLOGY AND ADVANCED CONSTRUCTION (C)


Course Objective:

This course provides students a detailed insight into the various concrete making

materials and their properties on fresh and hardened properties of concrete.

This course also introduces students to various construction equipment and

techniques.

Module – I

Cement: Manufacturing of Portland cement, Ingredients, Chemical composition, basic

properties of cement compounds, Hydration of cement, heat of hydration, physical

properties of Portland cements, Indian standard tests and specification, various types and

grades of cement, storage of cement

Aggregates: Classification of aggregates based on size, shape, unit weight, Characteristics of

aggregates – Strength of aggregate, particle shape and texture, specific gravity, bulk density,

porosity, moisture content of aggregate, bulking of fine aggregate, deleterious substance in

aggregate, soundness of aggregate , alkali- aggregate reaction , sieve analysis:- grading

curves, fineness modulus, grading requirements, grading of fine and coarse aggregates,

zoning, IS tests and specification for aggregates for concrete.

Water: Quality of mixing water, effect of impurities in water on properties of concrete.

Admixtures: Functions and classification of admixtures, chemical and mineral admixtures

and its effect on concrete, factors influencing the dosage of different admixtures.

Module – II

Properties of fresh concrete: Water/ Cement ratio and its significance in fresh concrete,

workability - different methods for assessing workability according to IS Specification,

factors affecting workability, requirements of workability for various work, segregation,

bleeding, setting and hardening.

Process of manufacture of concrete: Mix proportion and grade of concrete, Various types of

batching, mixing, transporting, placing, compacting, curing and finishing of concrete, Joints

in concreting – construction and expansion joints.

Special concrete (Brief discussion only): Lightweight concrete, High strength concrete, High

performance concrete, Polymer concrete, Fibre reinforced concrete, Ferro-cement, Ready

mixed concrete, Pumpable concrete.

10

Module – III

Properties of Hardened concrete: Strength of concrete - factors influencing the strength of

concrete, Stress - strain characteristics of concrete, IS tests for assessing the performance of

hardened concrete, Effect of creep, shrinkage and temperature, Durability of concrete -

factors affecting durability - permeability, chemical attack, sea water attack and air

entrainment.

Non-destructive testing of concrete: Rebound hammer and ultrasonic pulse velocity testing

Mix Design: Factors causing variations in the quality of concrete, statistical quality control,

quality management in concrete construction, Proportioning of concrete mixes - factors

influencing the choice of mix proportions, General principles of concrete mix deign by IS

Method, Importance of trial mixes and adjustment of ingredients of concrete.

Module – IV

Formwork for concrete: Requirements of a good formwork, Materials used for formwork –

advantages and disadvantages, Formwork for beams, columns, slabs.

Coffer dam – Types

Construction equipment – excavator, bulldozer, power shovel, dumper, rollers, compactors,

aggregate crushers, concrete mixtures, pile driving equipment.

Tunneling – Method of tunneling through hard rock and soft soil, drainage, ventilation,

lining.

Earthquake resisting construction – Construction aspects only.

References:

1. Neville A. M. and J. J. Brooks, Concrete Technology, Pearson Education, 2008.

2. Neville A. M., Properties of Concrete, 4/e, Pearson Education, 2003.

3. Shetty M. S., Concrete Technology, S. Chand & Company, 2005.

4. Peurifoy R. L. and C. J. Schexnayder, Construction Planning, Equipment and Methods,

6/e, Tata McGraw Hill Publishers, 2003.

5. Gambhir M. L., Concrete Technology, 5/e, Tata McGraw Hill Publishers, 2013.

6. Santhakumar A. R., Concrete Technology, Oxford University Press, India, 2006.




survey, seminar, term-project etc.


11









Course Outcome:

At the end of the course, the students will be familiar with the uses and properties of

various concrete making materials and properties and testing of concrete in both

fresh and hardened stages.

The students will also be familiar with various advanced construction methods and

equipment and will acquire a basic knowledge for supervising the construction of

buildings.

12

13.305 SURVEYING – I (C)


Course Objectives:

To introduce the principle of surveying

To impart awareness on the various fields of surveying and the types of instruments

To understand the various methods of surveying and computations

Module – I

Principles of surveying, Classification of surveying

Linear measurement: Instruments for linear measurements- survey stations- survey lines-

ranging out survey lines- chain and tape- tape corrections.

Angular measurements: Instruments for angular measurements prismatic compass bearing

of survey lines, systems of bearings and conversions - variations- local attraction -

declination- dip.

Graphical methods of surveying: Plane table surveying - instruments used - methods of

plane table surveying. – Radiation & Intersection only – advantages & disadvantages

Module – II

Leveling: Principles of leveling- leveling instruments - booking and reduction levels –

methods - simple, differential, and reciprocal leveling - profile and cross sectioning. Digital

Level, errors in levelling

Contouring: Characteristics, methods, uses.

Area and Volume: Methods of computation (problems only)

Mass diagram: Construction, Characteristics and uses.

Module – III

Theodolite survey: Instruments- measurement of horizontal and vertical angle.

Tacheometric surveying: Stadia tacheometry - principles- determination of instrument

constants, tangential tacheometry - principles.

Module – IV

Hydrographic Survey – Sounding –Methods of locating soundings – Three point problem –

analytical method – Station pointer

Field Astronomy – Terrestrial latitude and longitude, Celestial Sphere – Astronomical

triangle, Co-ordinate system

13

References:

1. Gopi S., Madhu N. and Sathikumar R., Advanced Surveying, Pearson Education, New

Delhi, 2004.

2. Kenetkar T. P. and Kulkarni S. V., Surveying and Levelling, Pune Vidyarthi Griha

Prakashan, New Delhi, 2004.

3. Punmia B. C., Ashok Kumar Jain and Arun Kumar Jain – Surveying (Vol. II and III),

Laxmi publications (P) Ltd., New Delhi, 2005.

4. Agor R, A Text book of Surveying and Levelling, Khanna Publishers, New Delhi, 2005.

5. Duggal S. K., Surveying (Vol. I and II), Tata Mc Graw Hill, New Delhi, 2006.

6. Bhavikatti S. S., Surveying and Levelling (Vol. I and II), I. K. International Publishing

House Pvt. Ltd., New Delhi, 2011.














Note: No charts, tables, codes are permitted in the Examination hall .If necessary relevant

data shall be given along with the question paper by the question paper setter.

Course Outcome:

After successful completion of the course, the students will possess knowledge on the

various types of surveys, the instruments and its suitability for various purposes.

14

13.306 ENGINEERING GEOLOGY (C)


Course Objective:

To impart the knowledge of geology in order to fulfill the geological requirements in

various fields of Civil Engineering like Soil Mechanics, Rock Mechanics, Water

Resources Engg, Environmental Engg, and Earthquake Engineering.

Module – I

Scope of Geology in Civil Engineering. Subdivisions of Geology. Exogenous and endogenous

geological processes and their relevance in Civil Engineering. Interior of the earth. Basic

concept of continental drift hypothesis and Plate tectonics theory. Soil Genesis-Weathering,

factors, agents, types, products and engineering significance of weathering. Soil profile.

Geologic classification of soils, soil erosion and soil conservation measures. Rivers-Erosion,

transportation and deposition. Major erosional and depositional landforms by rivers.

Hydrogeology-occurrence of groundwater, Types of aquifers.

Module – II

Definition and physical properties of minerals. Physical properties and chemical composition

of quartz, feldspars (orthoclase, microcline and plagioclase), micas (biotite and muscovite),

amphibole (hornblende only), pyroxene (augite and hypersthene), gypsum, calcite,

dolomite, clay minerals (kaolinite only). Genetic divisions of rocks, rock cycle. Brief account

of texture, structure and classifications of igneous, sedimentary and metamorphic rocks.

Brief study of granite, gabbro, dolerite, basalt, sandstone, limestone, shale, gneiss, schist,

slate, marble and quartzite. Rock types of Kerala. Engineering properties of rocks used as

site rocks, building stones and aggregates.

Module – III

Attitude of rocks and geological structures- strike and dip. Brunton compass. Terminology,

classification and engineering significance of folds, faults, joints and unconformities. Major

geological factors to be considered in the construction of dams and reservoirs, tunnels,

building foundations, bridges and transportation routes. Principles of geophysics in electrical

resistivity and seismic refraction methods. Geo-informatics- Basic principles of remote

sensing. Geographic Information Systems and Global Positioning Systems

Module – IV

Natural disasters management- Earth processes and natural disasters-Significance of earth processes, natural hazards, risks and disasters. Geological hazards-Landslides-types, causes and prevention. Landslides of Kerala. Earthquakes-terminology, classification and safety

15

factor. Oceans-coastal landforms, marine erosion and coastal protection. Basic principles of disaster management. Vulnerability assessment, Preparedness and mitigation measures for earthquakes, floods, tsunamis, landslides and volcanoes.

References:-

1. Abbott P. L., Natural Disasters, 3/e, McGraw Hill Co., 2001.

2. Bryant E. A., Natural Hazards, Cambridge University Press, New Delhi, 1991.

3. Kanithi V., Engineering Geology, Universities Press, 2012.

4. Kesavalu N. C., Text book of Engineering Geology, MacMillan India Ltd., Delhi, 1999.

5. Kumar S., Basics of Remote Sensing and GIS, Laxmi Publications (P) Ltd., Delhi, 2005.

6. Miller V. C. and C. F. Miller, Photogeology, Mc Graw Hill, 1961.

7. Gaur R., Disaster Management, GNOSIS, New Delhi, 2008.

8. Reddy V., Engineering Geology for Civil Engineers, Oxford IBH, 1995.

9. Singh P., Engineering and General Geology, S. K. Kataria and Sons, Delhi, 2004.

10. Swamy S. N., Engineering Geology, Dhanpat Rai and Co., 2000.














Course Outcome:

Students will be benefited by the knowledge of dynamics of the earth, properties of

rocks and minerals and the occurrence and distribution of ground water and the

recent geo information technologies.

16

13.307 BUILDING DRAWING (C)


Course Objective:

This course provides students an insight into detailed drawings of building components

and preparation of full fledged drawing of small residential building.

Module – I

General – Study of IS codes of practice on building drawing, Symbols for various materials

Brick bond-Plan and Elevation of 1, 1½ & 2 brick wall corner in English and Flemish bond.

Footing- Isolated and combined footing

Doors, Windows and Ventilators – Sectional plan, Sectional elevation, Front view and joint

details of doors –Panelled, Glazed and flush, Glazed wooden windows and ventilators.

RCC lintel and sunshade – longitudinal and cross section.

Module – II

Roofing - Elevation and joint details of lean-to roof, coupled and collar roof, King post,

Queen post trusses with A.C. and tile roofing – Steel (French) roof truss with AC/GI sheet

roofing.

Stairs – Plan and sectional elevation of RCC dog legged stairs.

Building:-Preparation of Plan Section and Elevation of small residential building from line

sketch.

References:

1) Chudley R., Construction Technology, (Vol. I – IV), ELBS, Longman, 1997.

2) Rangwala S.C., Building Materials, Charotar Publishing House, 1997.

3) Rangwala S. C., Building Construction, Charotar Publishing House, 2009.

4) Shaw M. H. and Kale C. M., Building Drawing, Tata McGraw Hill, 2002.

5) Arora S. P. and S. P. Bindra, A Textbook of Building Construction, Dhanpat Rai & Sons,

New Delhi, 1997.

6) Prabhu B. T. S., Building Drawing and Detailing, Spades Publishers, Calicut, 1987.



40% - Class work. Drawing sheets to be prepared from all topics in module I & II

(minimum 10 Sheets)


17







Part B (80 Marks) - Candidates have to answer one question out of the two from each


Course Outcome:

At the end of the course, the students will be familiar with the various building

components, method of preparing plan, section and front elevation of a residential

building.

18

13.308 PRACTICAL SURVEYING I (C)


Course Objective :

To equip the students to undertake survey using levels

To equip the students to undertake survey using theodolites

To impart awareness on modern levels

List of Exercises:

1. Chain Survey & Compass Survey – - 1 class

2. Plane Table Survey – Radiation & Intersection - 2 class

3. Levelling – H.I. and Rise and fall method - 3 class

4. Theodolite survey – - 6 class

(Height & distance using Trigonometric levelling)

5. Study of instruments – Automatic level, digital level - 1 class


40% - Test

40% - Class work and Record




Either Plane Table Surveying (50Marks) & Levelling (50Marks)

or Theodolite Survey (100 Marks)

Candidate shall submit the certified fair record for endorsement by the external

examiner.

Course Outcome:

After successful completion of the course, the students will be able to undertake

survey using level and theodolite.



(2013 SCHEME)

SYLLABUS FOR

IV SEMESTER

CIVIL ENGINEERING

1

SCHEME -2013

IV SEMESTER


Course No


Weekly load, hours

C A Marks Exam

Duration Hrs

U E Max

Marks

Total Marks

L T D/P

13.401 Engineering Mathematics III (BCHMNPSU)

4 3 1 - 50 3 100 150

13.402 Humanities (ACHPT) 3 3 - - 50 3 100 150

13.403 Structural Analysis - I (C ) 4 3 1 - 50 3 100 150

13.404 Fluid Mechanics II (C ) 4 3 1 - 50 3 100 150

13.405 Surveying II (C ) 5 4 1 - 50 3 100 150

13.406 Building Planning and Drawing (C )

5 3 2 50 3 100 150

13.407 Strength of Materials Lab. (C ) 2 - - 2 50 3 100 150

13.408 Fluid Mechanics Lab. (C ) 2 - - 2 50 3 100 150

Total 29 19 4 6 400 800 1200

2

13.401 ENGINEERING MATHEMATICS - III (BCHMNPSU)


Course Objective:

To introduce the basic notion in complex analysis such as Analytic Functions,

Harmonic functions and their applications in fluid mechanics and differentiations and

integration of complex functions, transformations and their applications in

engineering fields.

Numerical techniques for solving differential equations are also introduced as a part

of this course.

Module – I

Complex Differentiation: Limits, continuity and differentiation of complex functions.

Analytic functions – Cauchy Riemann equations in Cartesian form (proof of necessary part

only).Properties of analytic functions – harmonic functions. Milne Thomson method.

Conformal mapping: Conformality and properties of the transformations w

, w = ,

w

, w = sin z , w = - Bilinear transformations.

Module – II

Complex Integration: Line integral – Cauchy’s integral theorem – Cauchy’s integral formula

– Taylor’s and Laurent’s series – zeros and singularities – residues and residue theorem.

Evaluation of real definite integrals –

,

(with no poles on

the real axis). (Proof of theorems not required).

Module – III

Numerical techniques-Solutions of algebraic and transcendental equations-Bisection

method – Regula-falsi method – Newton - Raphson method. Solution of system of equations

- Gauss elimination, Gauss- Siedel iteration. Interpolation – Newton’s Forward and backward

formulae - Lagrange’s interpolation formula.

Module – IV

Numerical integration-Trapezoidal Rule- Simpson’s one third rule.

Numerical solution of ODE –Taylor’s series method - Euler’s method - Modified Euler’s

method – Runge-Kutta method of order Four.

Numerical Solution of two-dimensional partial differential equation (Laplace equation)-

using finite difference method (five point formula)

3

References:



3. Grewal B. S., Higher Engineering Mathematics, 13/e, Khanna Publications, 2012.

4. Koneru S. R., Engineering Mathematics, 2/e, Universities Press (India) Pvt. Ltd., 2012.

5. Sastry S. S., Introductory Methods of Numerical Analysis, 5/e, PHI Learning, 2012.

6. Babu Ram, Numerical Methods, 1/e, Pearson Education, 2010.














Course Outcome:

After successful completion of this course, the students will be able to use numerical

methods to solve problems related to engineering fields. This course helps students to

master the basic concepts of complex analysis which they can use later in their career.

4

13.402 HUMANITIES (ACHPT)


Course Objectives:

To explore the way in which economic forces operate in the Indian Economy.

The subject will cover analysis of sectors, dimensions of growth, investment,

inflation and the role of government will also be examined.

The principle aim of this subject is to provide students with some basic techniques

of economic analysis to understand the economic processes with particular

reference to India.

To give basic concepts of book keeping and accounting

PART I ECONOMICS (2 periods per week)

Module – I

Definition of Economics –Central Economic Problems – Choice of techniques –Production

possibility curve – Opportunity Cost-Micro & Macro Economics

Meaning of Demand – Utility-Marginal Utility and Law of Diminishing Marginal Utility-Law of

demand - Determinants of Demand – Changes in Demand – Market Demand—Demand,

forecasting-Meaning of supply-Law of Supply- Changes in Supply-- Market Price

Determination – Implications of Government Price Fixation

Production function – Law of Variable proportion – Returns to scale – Iso-quants and Isocost

line- Least cost combination of inputs – Cost concepts – Private cost and Social Cost -

Short run and Long run cost- cost curves – Revenue – Marginal, Average and Total Revenue-

Break even Analysis

Module – II

National Income concepts - GNP – GDP – NNP– Per Capita Income – Measurement of

National Income-Output method- Income method and Expenditure method -Sectoral

Contribution to GDP– Money-Static and Dynamic Functions of Money-Inflation – causes of

inflation – measures to control inflation – Demand Pull inflation – cost push inflation –

Effects of Inflation – Deflation.

Global Economic Crisis India’s Economic crisis in 1991 – New economic policy –

Liberalization – Privatization and Globalization-Multinational Corporations and their impacts

on the Indian Economy- Foreign Direct Investment (FDI) Performance of India-Issues and

Concerns. Industrial sector in India – Role of Industrialization -Industrial Policy Resolutions-

Industry wise analysis – Electronics – Chemical – Automobile – Information Technology.

5

Environment and Development – Basic Issues – Sustainable Development- Environmental

Accounting – Growth versus Environment – The Global Environmental Issues- Poverty-

Magnitude of Poverty in India- -Poverty and Environment

PART-II- ACCOUNTANCY (1 Period per week)

Module – III

Book-Keeping and Accountancy- Elements of Double Entry- Book –Keeping-rules for

journalizing-Ledger accounts-Cash book- Banking transactions- Trial Balance- Method of

Balancing accounts-the journal proper(simple problems).

Final accounts: Preparation of trading and profit and loss Account- Balance sheet (with

simple problems) - Introduction to accounting packages (Description only).

References

1. Dewett K. K., Modern Economic Theory, S Chand and Co. Ltd., New Delhi, 2002.

2. Todaro M., Economic Development, Addison Wesley Longman Ltd., 1994.

3. Sharma M. K., Business Environment in India, Commonwealth Publishers, 2011.

4. Mithani D. M., Money, Banking, International Trade and Public Finance, Himalaya

Publishing House, New Delhi, 2012.

5. Dutt R. and K. P. M. Sundaran, Indian Economy, S. Chand and Co. Ltd., New Delhi,

2002.

6. Varian H. R., Intermediate Micro Economics, W W Norton & Co. Inc., 2011.

7. Koutsoyiannis A., Modern Micro-economics, MacMillan, 2003.

8. Batliboi J. R., Double Entry Book-Keeping, Standard Accountancy Publ. Ltd.,

Bombay, 1989.

9. Chandrasekharan Nair K. G., A Systematic approach to Accounting, Chand Books,

Trivandrum, 2010.



30% - Assignments (minimum 2) such as home work, problem solving, literature survey,

seminar, term-project, software exercises, etc.




The question paper shall consist of 2 parts. Part I and Part II to be answered in separate

answer books.

6

Part I Economics (70 marks) – Part I shall consist of 2 parts.

Part A (20 Marks) - Ten short answer questions of 2 marks each, covering entire

syllabus of Part I (five questions each from Module I and Module II). All

questions are compulsory.

Part B (50 marks) - Candidates have to answer one full question out of the two from

Part I (Module I and Module II). Each question carries 25 marks.

Part II Accountancy (30 marks)

Candidates have to answer two full questions out of the three from Part II (Module III).

Each question carries 15 marks.

Course outcome:

The students will be acquainted with its basic concepts, terminology, principles and

assumptions of Economics.

It will help students for optimum or best use of resources of the country.

It helps students to use the understanding of Economics of daily life.

The students will get acquainted with the basics of book keeping and accounting.

7

13.403 STRUCTURAL ANALYSIS - I (C)


Course Objectives:

To equip the students with the comprehensive methods of structural analysis with emphasis on analysis of elementary structures.

Module – I

Introduction to structural analysis – Concept of determinate, indeterminate structures and

stability – deflection of beams – Moment-curvature relation – Load-deflection differential

equation – Slope and deflection of beams by the method of successive integration –

Macaulay’s method – Principle of superposition. - Moment-area method and Conjugate

beam method-Slope and deflection of beams with non-uniform flexural rigidity.

Module – II

Introduction to energy methods – Strain energy and complementary energy – Castigliano’s

theorems - Application of theorem to statically determinate beams and rigid-jointed plane

frames. Principle of virtual work and its application to statically determinate beams, rigid-

jointed frames and pin-jointed frames –Clark-Maxwell’s reciprocal theorem – Betti’s

theorem – Principle of minimum total potential energy.

Module – III

Arches – Behaviour and types of arches – Analysis of three hinged arches – Axial force, shear

force and bending moment in circular and parabolic three hinged arches. Elastic stability of

slender columns – Euler’s formula for long columns with different end conditions –

Limitations of Euler’s formula – Rankine’s formula – Columns subjected to eccentric loading.

Module – IV

Moving loads and Influence lines – Influence line diagram for reactions, shear force and

bending moment in simply supported and cantilever beams and overhanging beams-

Moving loads – Maximum effects under distributed loads, two concentrated loads and

series of concentrated loads – Absolute maximum shear force and bending moment – Shear

force and bending moment envelope – Equivalent uniformly distributed load – Influence

lines for member forces in statically determinate trusses. Analysis of three dimensional pin-

jointed frames by the method of tension coefficients.

References:

1. Junnarkar S. B. and S. J. Shah, Mechanics of Structures-II, 23/e, Charotar Publishing


8

2. Devdas Menon, Advanced Structural Analysis, Narosa Publishing House, New Delhi,

2013.

3. Norris, C. H. and J. B. Wilbur, Elementary Structural Analysis, McGraw Hill, New York,

1976.

4. Hibbeler R. C., Structural Analysis, Pearson Education, New Delhi, 2002.

5. Bhavikatti S. S., Structural Analysis-I, Vikas Publications House Pvt. Ltd, New Delhi,

2013.














Course Outcome:

The student will get a good grasp of all the fundamental issues related to Structural

Analysis.

9

13.404 FLUID MECHANICS - II (C)


Course Objective:

Application of the Basic principles and laws governing fluid flow to open channel flow

including hydraulic jump & gradually varied flow.

An understanding of basic modeling laws in fluid mechanics and dimensional

analysis.

An ability to apply the fundamental theories of fluid mechanics for the analysis and

design of hydraulic machines

Module – I

Flow in open channels-types of channels, types of flow, geometric elements of channel

section, velocity distribution in open channels, uniform flow in channels, Chezy’s equation,

Kutters and Bazin’s equations, Manning’s formula, Most economic section for rectangular,

trapezoidal and triangular channels. Condition for maximum discharge and maximum

velocity through circular channels, computations for uniform flow, normal depth,

conveyance of a channel section, section factor for uniform flow.

Specific energy, critical depth, discharge diagram, Computation of critical flow, Section

factor for critical flow. Specific force, conjugate or sequent depths, hydraulic jump,

expression for sequent depths and energy loss for a hydraulic jump in horizontal rectangular

channels, types of jump, length of jump, height of jump, uses of hydraulic jump.

Module – II

Gradually varied flow - dynamic equation for gradually varied flow, different forms of

dynamic equation, classification of surface profiles, Backwater and drawdown curves,

characteristics of surface profiles in prismatic channels. Computation of length of surface

profiles, direct step method.

Surges in open channel flow - Classification- positive surges moving upstream - positive

surges moving downstream, negative surges moving upstream - negative surges moving

downstream, problems from positive surges.

Module – III

Boundary layer theory-no slip condition, boundary layer thickness, boundary layer growth

over long thin plate, laminar, turbulent boundary layer, laminar sub layer, Momentum

integral equation of boundary layer (no derivation), Blasius boundary layer equations for

10

laminar and turbulent boundary layer, computation of drag on a flat plate. Separation of

boundary layer and control.

Dimensional analysis and model studies - dimensions, dimensional homogeneity, methods

of dimensional analysis, Rayleigh method, Buckingham method, dimensionless numbers,

Similitude - geometric, kinematic and dynamic similarities. Model laws - Reynold’s and

Froude model laws, scale ratios, types of models, distorted and undistorted models, scale

effect in models.

Module – IV

Hydraulic Machines - Impulse momentum principle, impact of jets, force of a jet on fixed

and moving vanes. Turbines- classification and comparison of velocity triangles for Pelton

wheel and reaction turbines (Francis and Kaplan), work done and efficiency, specific speed,

draft tube- different types, penstock, surge tank - types, cavitation in turbines.

Pumps- classification of pumps - Centrifugal pumps- types, work done, efficiency, minimum

speed, velocity triangle for pumps, specific speed, priming, limitation of suction lift, net

positive suction head, cavitation in centrifugal pump.

References:

1. Modi P. N. and S. M. Seth, Hydraulics and Fluid Mechanics (Including Hydraulic Machines), Standard Book House, New Delhi, 2013.

2. Streeter V. L. and E. B. Wylie, Fluid Mechanics, 9/e, McGraw Hill, 1998.

3. Kumar D.S., Fluid Mechanics and Fluid power Engineering, S. K. Kataria & Sons, New Delhi, 2013.

4. Subramanya K., Open Channel Hydraulics, Tata McGraw Hill, 2009.

5. Douglas J. F., J. M. Gasoriek, J. Swaffield and L. B. Jack, Fluid Mechanics, 5/e, Pearson Education, 2013.

6. Bansal R. K., A Textbook of Fluid Mechanics and Hydraulic Machines, 9/e, Laxmi Publications, 2010.

7. Chow V.T., Flow through Open Channels, McGraw Hill, 1959.

8. Rangaraju K.G., Flow through Open Channels, Tata McGraw Hill, 1994.

9. Srivastava R., Flow through Open Channels, Oxford Publishers, 2012.

10. Liggett J. A., Fluid Mechanics, McGraw Hill, 1994.






11









Note: No charts, tables, codes are permitted in the Examination hall. If necessary,

relevant data shall be given along with the question paper by the question paper

setter.

Course Outcome:

The students become capable of analysis of open channel flows & design of open

channels.

They get an insight into the working of hydraulic machines.

They become capable of studying advanced topics such as design of hydraulic

structures.

12

13.405 SURVEYING - II (C)


Course Objectives:

To impart awareness on the advanced surveying techniques.

To understand the errors associated with survey measurements.

To provide a basic understanding on geospatial data acquisition and its process.

Module – I

Triangulation - Triangulation figures, Strength of figure, Triangulation stations, intervisibility

of stations - Towers and signals, Satellite Stations and reduction to centre.

Theory of errors – Types, theory of least squares, weighting of observations, most probable

value, application of weighting, computation of indirectly observed quantities, Method of

normal equations, conditioned quantities.

Module – II

Traverse Surveying - Methods of traversing, Checks in closed traverse, Traverse

computations, balancing the traverse

Curves - Elements of simple and compound curves, Method of setting out, Elements of

Reverse curve (Introduction only), Transition curve, length of curve, Elements of transition

curve, Vertical curve, types, Length of vertical curve.

Module – III

Electromagnetic distance measurement (EDM) - Principle of EDM, Modulation, Types of

EDM instruments, Distomat.

Total Station - Parts of a Total Station, Accessories, On Board calculation, Field Procedure,

Errors in Total Station Survey, Good Practices in Using Total Station, Advantages of Using

Total Station. GPS – Components, principles, applications.

Module – IV

Photogrammetry - Terrestrial and Aerial photogrammetry, Heights and distances from

photographic measurement, Flight planning, Vertical Photograph, Geometry and scale of

vertical photographs, Ground coordinates from vertical photographs, Relief displacement,

Stereoscopy and parallax

Remote Sensing - Electromagnetic Spectrum, Energy interaction with the Earth, Types of

Remote sensing, Advantages, Applications

Geographic Information System - Components of GIS, GIS Data, Database Management

Systems (DBMs).

13

References:

1. Gopi S., Madhu N. and Sathikumar R., Advanced Surveying, Pearson Education, 2004.

2. Kenetkar T. P. and Kulkarni S. V., Surveying and Levelling - II, Pune Vidyarthi Griha

Prakashan, 2004.

3. Punmia B. C., Ashok K. Jain and Arun K. Jain – Surveying (Vol. II and III), Laxmi

Publications (P) Ltd., New Delhi, 2005.

4. Agor R, A Text book of Advanced Surveying, Khanna Publishers, 2011.

5. Duggal S. K., Surveying (Vol. I and II), Tata Mc Graw Hill, 2006.

6. Bhavikatti S. S., Surveying and Levelling (Vol. I and II), I. K. International Publishing

House Pvt. Ltd., 2011.

7. Gopi S., Global Positioning System: Principles and Applications, Tata McGraw Hill,

2005.

8. Joseph G., Fundamentals of Remote Sensing, 2/e, Universities Press, 2011.

9. Rampal K. K., Textbook of Photogrammetry, Oxford and IBH Publishing Co., 1982.

10. Heywood I., S. Cornelius and S. Carver, An Introduction to Geographical Information

Systems, 2/e, Pearson Education Ltd., 2003.














Note: No charts, tables, codes are permitted in the Examination hall. If necessary, relevant


Course Outcome:

After successful completion of the course, the students will possess knowledge on the advanced methods of surveying, the instruments, and the spatial representation of data.

14

13.406 BUILDING PLANNING & DRAWING (C)


Course Objective:

To familiarize the students to various building planning aspects, standards & rules.

To equip the students to prepare quantity estimation of general items for simple

buildings.

To train the students how to prepare working drawings of various types of buildings.

Module – I

Building Planning:- Development of Concepts, Various types of buildings - General

standards, Building Rules - Introduction, setback rules, FAR, FSI , Coverage, Access & Parking

rules, safety rules, Brief introduction to Environmental Protection rules, CRZ.

Module – II

Computation of Plinth Area, Carpet Area, Covered Area ratio, Floor Area Ratio, Computation

of storage capacity of rain water harvesting system as per norms,

Estimation of Quantities of general items –Earthwork excavation, PCC, Foundation and

Basement, Brick work for superstructure. Estimation of simple residential buildings.

Module – III

Preparation of working drawings (from line sketches or from specifications) of different types of buildings namely,

1. Single storeyed buildings with flat roof, pitched roof and partly pitched and partly flat roof

2. Two–storeyed and multi–storeyed buildings

3. Public utility buildings like hostel, hospital, library etc. and

4. Industrial building.

5. Preparation of layout plan of house drainage for a given building.

6. Preparation of site plans and service plans as per building rules.

7. Preparation of working drawings of Residential building from Specification.

Note 1: The student should know the local (Panchayath/Corporation) building rules and

should be in a position to prepare sketch design for clients and submission drawing

for approval. As a term paper, at the end of the semester, each student should

design and prepare a submission drawing for a proposed residential building.

Note 2: Minimum 10 sheets must be drawn.

15

References:-

1. National Building Code of India (SP 7:2005), BIS, New Delhi, 2005.

2. Kerala Municipal Building Rules, LSGD, Govt. of Kerala, 2013.

3. Shah M. G., C. M. Kale and S. Y. Patki, Building Drawing, 4/e, Tata McGraw Hill, 2002.

4. Prabhu B. T. S., K. V. Paul and C. Vijayan, Building Drawing and Detailing, Spades,

Calicut,1987.

5. Dutta B. N., Estimating and Costing in Civil Engineering, USB publishers and

Distributers Ltd., New Delhi, 2008.

6. Chakraborti M, Estimating Costing Specification and Valuation in Civil Engineering,

24/e, Chakraborti, 2012.



40% - Class work. (75% weightage should be given to the 10 drawings prepared and

25% weightage should be given to the term paper mentioned in Note1)





Part A (20 marks) - Five Short answer questions of 4 marks each from Modules I and II. All

questions are compulsory. There should be at least two questions from each module

and not more than three questions from any module.


module. Each question from Modules I and II carries 20 marks. The questions from

Module III shall be to prepare a drawing and carries 40 marks.

Course Outcome:

The students will be aware of the general planning aspects and building rules and

will be capable of planning buildings.

The students will be capable of estimating the quantities required for construction

of a building.

The capability of reading a drawing, generating sections, preparing detailed

drawings to be submitted to the sanctioning authority will be imparted to the

students.

16

13.407 STRENGTH OF MATERIALS LAB (C)


Course Objective :

To demonstrate the basic principles and important concepts in the area of

strength and mechanics of materials and structural analysis to the students

through a series of experiments.

List of Experiments:

1. Tension Test on MS and HYSD bars

2. Shear test on MS Rod

3. Torsion test on MS Rod

4. Toughness test (Izod and Charpy Impact tests)

5. Hardness test (Brinell and Rockwell Hardness tests)

6. Spring test – Open and closed coiled springs (Determination of spring stiffness and modulus of rigidity)

7. Bending test on wooden beams

8. Verification of Maxwell's Reciprocal theorem (Deflection test on timber and steel beams)

9. Determination of modulus of rigidity of wires using Torsion Pendulum


40% - Test





Questions based on the list of experiments prescribed.

80% - Procedure, conducting experiment, results, tabulation and inference

20% - Viva voce


examiner.

Course Outcome:

This subject will lay foundation to the study of subjects viz. strength of materials and

mechanics of materials. It also provides students a feel for how various engineering

properties of materials are applied in engineering practice.

17

13. 408 FLUID MECHANICS LABORATORY (C)


Course Objective :

Getting practical experience in flow measuring devices, gauges, valves and various

components used for house plumbing.

Acquire practical knowledge and verify the theories learned in Courses on Fluid

Mechanics (13.303 & 13.404).

Pre requisites :

Basic Knowledge of Fluid Mechanics (13.303)

Part I : Preliminary study:

1. Flow measuring equipments - water meters, current meters, venturi meter, orifice

meter and manometers

2. Gauges and valves - pressure gauge, vacuum gauge, stop valve, gate valve and foot

valve.

3. Pumps - centrifugal and reciprocating type. (Description with layout)

4. Turbines - impulse and reaction types. (Pelton and Francis) (Description with layout)

Part II: List of Experiments:

1. Determination of Darcy’s coefficient and Chezy’s constant on pipe friction apparatus.

2. Coefficient of discharge and calibration of

a) Notches

b) Venturi meters

c) Orifice meters.

3. Experimental determination of Hydraulic coefficients of a circular orifice.

4. Performance test [specific speed, economic running cost] on

a) Centrifugal pumps

b) Reciprocating pumps

5. Performance test [specific speed] on a) Impulse and b) Reaction turbines.


40% - Test



18



Questions based on the list of experiments prescribed in Part II.

80% - Theory, Procedure and tabular column (30%);

Conducting experiment, Observation, Tabulation with Sample calculation (30%)

Graphs, Results and inference (20%)

20% - Viva voce ( Based on Part I and Part II)


examiner.

Course Outcome:

The students gain practical experience of performances of flow devices and

machines.

The acquired knowledge would help the students in planning and executing civil

engineering projects, and while supervising plumbing work.



(2013 SCHEME)

SYLLABUS FOR

V SEMESTER

CIVIL ENGINEERING

1

SCHEME -2013

V SEMESTER


Course No


Weekly load, hours

C A Marks

Exam Duration

Hrs

U E Max

Marks

Total Marks

L T D/P

13.501 Engineering Mathematics - IV (BCHMPSU)

4 3 1 - 50 3 100 150

13.502 Environmental Engineering I (C ) 4 3 1 - 50 3 100 150

13.503 Structural Analysis II (C ) 5 4 1 - 50 3 100 150

13.504 Geotechnical Engineering I (C ) 4 3 1 - 50 3 100 150

13.505 Transportation Engineering I (C ) 4 3 1 - 50 3 100 150

13.506 Water Resources Engineering (C ) 4 3 1

50 3 100 150

13.507 Practical Surveying II (C ) 2 - - 2 50 3 100 150

13.508 Concrete Lab. (C ) 2 - - 2 50 3 100 150

Total 29 19 6 4 400

800 1200

2

13.501 ENGINEERING MATHEMATICS - IV (BCHMPSU)


Course Objective:

To provide a basic understanding of random variables and probability distributions.

Mathematical programming techniques are introduced as a part of this course. These techniques are concerned with the allotment of available resources so as to minimize cost or maximize profit subject to prescribed restrictions.

Module – I

Random Variables -Discrete and continuous random variables and their probability

distributions-Probability distribution (density) functions - Distribution functions - mean and

variance-simple problems-

Binomial distribution, Poisson distribution, Poisson approximation to Binomial, Uniform

distribution, Exponential Distribution, Normal distribution - mean and variance of the above

distributions(derivations except for normal distribution) - Computing probabilities using the

above distributions.

Module – II

Curve fitting - Principle of least squares - Fitting a straight line – Fitting a parabola-Linear

correlation and regression - Karl Pearson’s coefficient of correlation - Sampling distributions

- Standard error –Estimation - Interval estimation of population mean and proportions(small

and large samples)- Testing of hypothesis - Hypothesis concerning mean - Equality of means

- Hypothesis concerning proportions- Equality of proportions.

Module – III

Linear programming - Formation of LPP - General linear programming problem - Slack and

surplus variables - Standard form - Solution of LPP - Basic solution - Basic feasible solution -

Degenerate and non-degenerate solutions - Optimal solution - Solution by simplex method -

Artificial variables - Big-M method.

Module – IV

Duality in LPP - Properties of primal and dual optimal solutions - solution using duality-

Transportation problem and Assignment problem.

References:

1. Veerarajan, T., Probability, Statistics and Random Processes, 3/e, Tata McGraw Hill, 2002.

3

2. Papoulis A. and S. U. Pillai, Probability, Random Variables and Stochastic Processes, 3/e, Tata McGraw Hill, 2002.

3. Koneru S. R., Engineering Mathematics, 2/e, Universities Press (India) Pvt. Ltd., 2012.



6. Swarup, K., P. K. Gupta and Manmohan, Operations Research, 6/e, Sulthan Chand and Sons, 1978.

7. Sharma S. D. and H. Sharma, Operations Research: Theory, Methods and Applications, 13/e, Kedar Nath and Ram Nath, 1972.














Course Outcome:

After successful completion of this course, the students will be familiar with the large

scale applications of linear programming techniques which require only a few minutes on the

computer. Also they will be familiar with the concepts of probability distributions which are

essential in transportation engineering.

4

13.502 ENVIRONMENTAL ENGINEERING – I (C)


Course Objectives:

At the first phase of the course delivery, student will obtain primary understanding

about the suspended and colloidal impurities in drinking water and the procedure for

removing it

In the second phase, student will identify the significance of filtration, disinfection,

systems of distribution of water and develop an idea about the functioning of all

units of a conventional water treatment plant

In the third phase of course delivery, student will identify how the water demand of a

community is scientifically assessed and distribution systems and its capacities were

designed

In the last phase, student will obtain additional information on the advanced water

treatment techniques including the removal of inorganic impurities from drinking

water

Module – I

Quality of water- Drinking water standards- Impurities of water-treatment of water-

Principles of sedimentation-stokes law-discrete particle settling and flocculent settling-ideal

sedimentation tanks-design of rectangular and circular clarifiers-colloidal dispersions-

purpose and action of coagulants-mechanism of coagulation-flocculation-clariflocculators-

design of circular clariflocculators.

Module – II

Theory of filtration-working of rapid gravity filters-operational troubles-design of rapid gravity filters-Disinfection of water-Chlorination-Factors affecting Chlorination-Chlorine demand-issues of chlorination- Aeration-Removal of fluoride and arsenic from drinking water-systems of water distribution – patterns of water distribution networks- layout of conventional water treatment plant.

Module – III

Quantification of water demand for a community through population forecasting – Factors

affecting consumption-Fluctuations in demand- mass curve-capacity of service reservoirs-

River intakes- pumps-design of pumping capacity-nomograms-design of water mains-Hardy-

cross method-applications.

Module – IV

Applications of membrane processes- Osmosis-Reverse Osmosis-Electrodialysis-

Ultrafiltration- Ion Exchange-Adsorption- Breakthrough curves-Desalination techniques-

treatment of hard waters.

5

References

1. Garg S. K., Water Supply Engineering, Khanna Publishers, 2012.

2. Punmia B. C., Water Supply Engineering, Laxmi Publications, 1995.

3. Steel E. W. and T. J. McGhee, Water Supply and Sewarage, McGraw Hill, 1991.

4. Modi P. N., Water Supply Engineering, Standard Book House, New Delhi, 1970.

5. Metcalf L. and H. P. Eddy, Waste Water Engineering, Tata McGraw Hill, 1984.

6. Peavy H. S., D. R. Rowe and G. Tchobanoglous, Environmental Engineering, McGraw

Hill, 1985.














Course outcome:

After successful completion of the course, the students will be able to:

Analyze and understand main issues related to drinking water pollution and its

management

Explain, evaluate and design various units of a typical water treatment plant

Outline the programmes, procedures for treatment and distribution of drinking

water to community

Develop an understanding on the advanced water treatment techniques

6

13.503 STRUCTURAL ANALYSIS - II (C)


Course Objectives:

To give an in depth idea regarding the analysis of indeterminate structures and also to

give an idea about structural dynamics.

Module – I

Concept of static indeterminacy and their determination in beams, rigid-jointed frames and

pin-jointed frames - Analysis of fixed beams by moment-area method – Effect of rotation

and settlement of supports - Analysis of continuous beams by the theorem of three

moments – Effect of settlement of supports.

Introduction to force method of analysis – Method of consistent deformation and its

application to indeterminate beams, rigid-jointed plane frames, pin-jointed plane frames -

Effect of lack of fit and temperature change in pin-jointed plane frames. Analysis of two-

hinged arches.

Module – II

Müller-Breslau principle, Influence lines for statically indeterminate structures, Influence

line diagrams for various force components in propped cantilever and two span continuous

beams.

Concept of kinematic indeterminacy and their determination in beams, rigid-jointed frames

and pin-jointed frames - Kinematically indeterminate beams – Introduction to displacement

method of analysis – Slope- deflection method for beams and rigid jointed plane frames

(with and without sway) – Effect of settlement of supports.

Module – III

Moment Distribution method for beams and rigid jointed plane frames (with and without

sway) – Effect of support settlement – Kani’s method for beams and rigid jointed plane

frames of different geometry (with and without sway).

Module – IV

Introduction to Structural Dynamics – Dynamic systems and loads – D’Alembert’s principle –

Systems with single degree of freedom – Equation of motion - Free vibration and forced

vibration – Undamped and damped free vibration – Logarithmic decrement – Response of

single degree of freedom systems subjected to harmonic loading – Single degree of freedom

systems subjected to support motion such as earthquake ground motion – formulation of

equation of motion.

7

References:

1. Junnarkar S. B. and S. J. Shah, Mechanics of Structures-II, 23/e, Charotar Publishing


2. Devdas Menon, Advanced Structural Analysis, Narosa Publishing House, New Delhi,

2013.

3. Reddy C. S., Basic Structural Analysis, Tata McGraw Hill, New Delhi, 1991.

4. Anand A. S., Theory of Structures, Indeterminate Structural Analysis, Sathyaprakasan,

New Delhi, 2012.

5. Hibbeler R. C., Structural Analysis, Pearson Education, New Delhi, 2002.

6. Ghali A., A. M. Neville and T. G. Brown, Structural Analysis – A Unified Classical and

Matrix Approach, CRC Press, 2003.

7. Rao D. S. P., Structural Analysis – A Unified Approach, Universities Press, 1996.

8. Mario Paz, Structural Dynamics – Theory and Computation, CBC Publishers, 1997.

9. Bhavikatti S. S., Structural Analysis – I&II, Vikas Publications House Pvt. Ltd, New Delhi,

2013.














Course Outcome:

The students after undergoing this course will be able to analyse all types of

structural systems.

8

13.504 GEOTECHNICAL ENGINEERING – I (C)


Course Objective:

To impart to the students, the fundamentals of Soil Mechanics;

To enable the students to acquire proper knowledge about the basic, index and

engineering properties of soils.

Module – I

Soil formation - Major soil deposits of India - Basic soil properties - Weight-volume

relationships - Void ratio, porosity, degree of saturation, air content, percentage air voids,

moisture content, specific gravity, bulk, saturated and submerged unit weights -

Relationship between basic soil properties. Index properties - Sieve analysis – Well graded,

poorly graded and gap graded soils - Stoke’s law - Hydrometer analysis – Relative density –

Consistency - Atterberg Limits - Practical Applications - I.S. classification of soils.

Module – II

Compaction of soils - Standard Proctor, Modified Proctor, I.S. light & Heavy Compaction

Tests – OMC - Zero Air voids line - Control of compaction - Field methods of compaction

[Brief discussion only]. Permeability of soils - Darcy’s law – Factors affecting permeability -

Constant head and falling head permeability tests - Average permeability of stratified

deposits . Principle of effective stress - Total , neutral and effective stress variation

diagrams - Quick sand condition - Critical hydraulic gradient - Estimation of quantity of

seepage using flow nets[only for the case of seepage around a single row of sheet piles] –

Definition of phreatic line and exit gradient.

Module – III

Compressibility and Consolidation - Void ratio versus pressure relationship - Coefficient of

compressibility and volume compressibility – Compression index - Change in void ratio

method - Height of solids method - Normally consolidated, under consolidated and over

consolidated states - Estimation of pre consolidation pressure - Estimation of magnitude of

settlement of normally consolidated clays – Terzaghi’s theory of one-dimensional

consolidation(no derivation required) - average degree of consolidation – Time factor -

Coefficient of consolidation - Square root of time and logarithm of time fitting methods.

Module – IV

Shear strength of soils- Mohr-Coulomb failure criterion - Direct shear test, tri-axial

compression test, vane shear test, unconfined compression test - Applicability - UU and CD

9

tests [Brief discussion only] - Sensitivity - Thixotropy - Liquefaction - Critical void ratio

Stability of finite slopes - Toe failure, base failure, slip failure - Swedish Circle Method –

Friction circle method – Factor of safety with respect to cohesion and angle of internal

friction - Stability number - Stability charts - Methods to improve slope stability.

References:

1. Ranjan G. and A. S. R. Rao, Basic and Applied Soil Mechanics, New Age International,

2002.

2. Arora K. R., Geotechnical Engineering, Standard Publishers, 2006.

3. Venkataramaiah, Geotechnical Engineering, Universities Press, 2000.

4. Terzaghi K. and R. B. Peck, Soil Mechanics in Engineering Practice, John Wiley, 1967.

5. Taylor D.W., Fundamentals of Soil Mechanics, Asia Publishing House, 1948.

6. Das B. M., Principles of Geotechnical Engineering, Cengage Learning, Delhi, 2010.














Note: Use of Taylor’s stability chart is permitted in the Examination hall. Any other

relevant data, if necessary, shall be given along with the question paper by the

question paper setter.

Course Outcome:

The students understand the basic principles governing soil behaviour; they

understand the procedure, applicability and limitations of various soil testing

methods.

10

13.505 TRANSPORTATION ENGINEERING - I (C)


Course Objectives:

To impart knowledge in planning and design of railway tracks, rails, sleepers, points

and crossings, track junctions, signals, control systems, stations and yards.

To make the students aware of features and planning of harbour and harbour

structures.

Module – I

Introduction-Classification of transport modes-Role of Indian railways in the National

development-Railways for Urban transportation-Light Rail Transit (LRT) and Mass Rapid

Transit(MRT) system.

Railway track-Alignment-Requirement of good alignment-Factors in selection of good

alignment.-Requirements of an ideal permanent way-Capacity of a railway track-Guages in a

railway track- Selection –Uniformity of gauges-Railway track cross-sections-Coning of

wheels.

Rails-Functions-Requirements - Type of rail sections - Length of rails - Rail joints - Welding of

rails - Advantages. Defects in rails-Remedial measures-Wear on rails-Failure of rails - Creep

of rails.

Rail fixtures and fasteners - Purpose and types - Modern elastic fastenings.

Sleepers-Functions-Requirements-Types-Sleeper density.

Ballast - Functions-Requirements-Types - Ballastless tracks.

Module – II

Geometric design of tracks-Necessity-Gradients-Grade Compensation on Curves-Radius and

degree of a curve-Superelevation-Cant deficiency-Equilibrium speed-Safe speed on curves-

Negative Superelevation-Necessity of providing transition curve-Length of transition curve-

Widening of gauges on curves

Traction and tractive resistances-Comparison of tractions-Tractive resistances-Train

resistances-Resistances due to track profile--Resistances due to starting and acceleration-

Wind Resistance-Hauling capacity of a locomotive-Tractive effort of a locomotive-Problems.

Module – III

Points and Crossings-Necessity-Left and Right hand Turnouts-Switches-Types-Crossings

Design of turnouts

Track junctions-Types. -Design of crossovers between parallel tracks-Design of diamond

crossing.

11

Signalling - Objectives-Classification and characteristics.

Control systems of train movement-ATC, CTC only-Track Circuiting-Interlocking of signals

and points-Necessity

Stations and yards-Layout of railway stations and yard, platforms, loops, sidings-passenger

yards-level crossings.

Modern trends in railways-Modernisation of traction, track, trends in track vehicles(general

awareness only).

Module – IV

Harbours-Classification-Requirements of Commercial harbour-Typical layout with general

features-Factors controlling harbour size-Location and width of entrance-Stevensons

formula for entrance width-Depth of harbour and approach channel-Shape of harbour

Meteorological phenomena -Wind, tides, Waves - wave parameters – fetch - Characteristics

of wave-Stevensons formula-wave action-Coastal currents-Littoral drift.

Breakwater -Classification-Methods of construction-Methods of protection-Forces acting on

wall type breakwater

Marine facilities - Wharf, pier, fenders, dolphins, aprons, transit shed, warehouse, Docks-

Wet dock, Dry dock - Fixed and floating, lock gates.

Containerisation-Advantages-Planning of Container terminal.

Navigational Aids-Beacons-Buoys-Lighthouse-Lightships.

Moorings-Offshore moorings.

Dredging-Types-Choice of dredger

References:

1. Mundrey J. S., Railway Track Engineering, Tata McGraw Hill, 2010.

2. Saxena S.C. and S. Arora, A Course in Railway Engineering, Dhanpat Rai and Sons,

1998.

3. Quinn A.D., Design and Construction of Ports and Marine Structures, Tata McGraw

Hill, 1978.

4. Oza H. P. and G. H. Oza, A course in Dock and Harbour Engineering, Charotar

Publishing House, 1976.

5. Srinivasan R., Harbour, Dock and Tunnel Engineering, Charotar Publishing House,

2009.

12
















Course Outcome:

After successful completion of the course, the students will possess knowledge on

features of railway and harbour structures and shall be confident to take up the

planning and design of various infrastructure components of railway and harbour

structures.

13

13.506 WATER RESOURCES ENGINEERING (C)


Course Objective:

To give an idea regarding the availability of water on earth from various sources.

To study the path of a drop of water as it starts from cloud and reaches the

agricultural ields.

Module – I

Hydrology-Hydrologic cycle - Precipitation types, forms, measurements-Computation of

mean precipitation- -rain gauge density and optimum number of rain gauges-water losses-

Infiltration-measurement by double ring infiltrometer- Horton’s equation- infiltration

indices.

Evaporation,-measurement by IMD Land pan. Runoff- Computation of runoff by different

methods. Hydrograph (Sherman), Unit hydrograph and its applications-S- hydrograph.

Module – II

Planning of irrigation schemes-types of irrigation-lift and flow irrigation-Mode of irrigation

water application-duty of water-soil water plant relationships-consumptive use (methods of

estimation not required).-depth and frequency of irrigation water application-irrigation

efficiencies.

Irrigation canals-types-canal alignment- Typical cross sections of unlined canals-Balancing

depth. Design of canals on alluvial soils based on Kennedy’s theory and Lacey’s silt theory-

canal lining-design of lined canals-Economics of canal lining.

Module – III

Groundwater –vertical distribution of groundwater-Types of aquifer-Aquifer properties-

Darcy’s law-Steady radial flow to a well-unconfined and confined aquifers-Types of wells-

open well, artesian well and tube well-Estimation of yield of an open well-Pumping test and

recuperation tests-Types of tube wells (only description, no design).

Module – IV

River Engineering-meandering-river training –objectives, classification, river training methods-levees, guide banks, groynes, artificial cut-offs, pitching, pitched islands (Design not necessary). Stream flow measurement- velocity measurements-Computation of discharge (Area-velocity

method)-rating curve (stage-discharge curve).

14

Reservoir-various types-zones of storage-storage capacity and yield-analytical and mass

curve method-reservoir sedimentation-control of sedimentation-useful life of reservoir.-

computation.

References:

1. Biswas A. K., Water resources: Environmental Planning and Development, Tata Mc

Graw Hill, 1997.

2. Punmia B. C. and B. B. Pande, Irrigation and Water Power Engineering, Laxmi

Publications, 2009.

3. Subramanya K., Engineering Hydrology, Tata McGraw Hill, 2013.

4. Modi P. N. and S. M. Seth, Irrigation Engineering, S.B.H Publishers and Distributors,

2002.

5. Ven Te Chow, Hand book of Applied Hydrology, Tata McGraw Hill, 1988.

6. Reddy P. J., A Text Book of Hydrology, Laxmi Publications. 2005.

7. Garg S. K., Hydrology and Water Resources, Khanna Publishers. 2000.

8. Todd D. K., Ground Water Hydrology, Wiley, 1995.














Course Outcome:

Students become able to analyse and interpret hydrological data. They get an idea

regarding the occurrence distribution and disposal of water on earth’s surface.

15

13.507 PRACTICAL SURVEYING - II (C)


Course Objective :

To equip the students to undertake survey using tacheometer

To equip the students to undertake survey using total station

To impart awareness on distomat and handheld GPS

List of Exercises:

PART A

1. Tangential and Stadia Tacheometry - 4 classes

2. Three Point Problem (using Theodolite) - 1 class

3. Total Station survey - 5 classes

i. Heights and Distance

ii Calculation of area

iii. Verticality of tower

PART B

4. Setting out of Simple Curve - 1 class

5. Distomat – Measurement of distance - 1 class

6. Survey using Handheld GPS - 1 class


40% - Test





Questions based on the list of experiments prescribed in Part A.


examiner.

Course Outcome:

After successful completion of the course, the students will be able to undertake

survey using theodolite and shall be able to use modern survey minstruments.

16

13. 508 CONCRETE LABORATORY (C)


Course Objective :

Getting practical knowledge in testing of construction materials

Create awareness of the standards, specification and methods of testing of

construction materials.

Acquire practical experience in Concrete construction and quality control of

construction materials.

Pre requisites :

Basic Knowledge of 1) Building Technology (13.106)

2) Concrete Technology & Advanced Construction (13.304)


1. Tests on cement

a) Standard consistency of cement

b) Initial and final setting time of cement

c) Compressive strength of cement mortar

d) Fineness of cement

2. Tests on aggregates (Fine aggregate & coarse aggregate)

a) Particle size distribution and grading

b) Fineness modulus, bulk density, void ratio and porosity

c) Bulking of fine aggregate

d) Specific gravity of aggregate

3. Tests on fresh concrete

a) Slump test

b) Compacting factor test

c) Vee- bee test (Demonstration only)

d) Flow test (Demonstration only)

4. Tests on hardened concrete

a) Compressive strength of concrete

b) Modulus of elasticity of concrete

c) Flexural and split tensile strength of concrete

d) Rebound hammer test (To be conducted on 150mm cubes)

17

5. Tests on bricks, blocks and tiles

a) Compressive strength of burnt bricks

b) Water absorption tests on bricks

c) Transverse strength test on tiles (M P tiles and mosaic tiles)

d) Compressive strength of Solid/hollow blocks (Demonstration only)

Note: The relevant IS Codes on methods of testing should be adopted for the above tests.


40% - Test









20% - Viva voce


examiner.

Course Outcome:

The students will become capable of supervising general concrete construction

works.

The understanding of quality control methods to be adopted in the construction

site and capability of ensuring required standards will be acquired.



(2013 SCHEME)

SYLLABUS FOR

VI SEMESTER

CIVIL ENGINEERING

1

SCHEME -2013

VI SEMESTER


Course No


Weekly load, hours

C A Marks

Exam Duration

Hrs

U E Max

Marks

Total Marks

L T D/P

13.601 Design of Hydraulic Structures (C ) 5 3 - 2 50 4 100 150

13.602 Design of Reinforced Concrete Structures (C )

5 3 2 - 50 3 100 150

13.603 Environmental Engineering II (C ) 4 3 1 - 50 3 100 150

13.604 Geotechnical Engineering II (C ) 4 3 1 - 50 3 100 150

13.605 Transportation Engineering II (C ) 4 3 1 - 50 3 100 150

13.606 Computer Programming and Numerical Methods (C)

3 3 - - 50 3 100 150

13.607 Transportation Engineering Lab.(C ) 2 - - 2 50 3 100 150

13.608 Computer Aided Design & Drafting Lab. (C )

2 - - 2 50 3 100 150

Total 29 18 5 6 400 800 1200

2

13.601 DESIGN OF HYDRAULIC STRUCTURES (C)


Course Objectives:

To impart knowledge regarding the design of the various irrigation structures.

To give an idea of causes of failure, design criteria and stability analysis of different types of dams.

Module – I

Dams-Gravity dams, arch dams, buttress dam, forces acting on dam-theoretical and

practical profiles of gravity dam-low dam, high dam-stability of dam-stress in elementary

profile of gravity dam. Function of shafts, galleries, keys and water seal. Arch dams-types,

forces acting-design methods (Thin cylinder theory only)-Earth dam-Types-criteria for safe

design-causes of failure. Spillways-Different types (Design not necessary).

Module – II

Diversion head works, layout, functions of components- causes of failure of weirs on

permeable soils- Bligh’s theory-design of vertical drop weir-Khosla’s theory of independent

variables-use of Khosla’s charts and Blench curves. Cross drainage works-different types-

Canal falls-classification (brief description only).

Module – III

Design and drawing emphasizing the hydraulic aspects of the following structures:

1. Aqueduct

2. Syphon aqueduct

3. Canal Syphon-Design of Transition by water surface profile computation

4. Notch type canal fall

5. Sarda type fall- High discharge only –Design of floor by Khosla’s theory

6. Cross regulator (Khosla’s theory).

References:

1. Garg S.K., Irrigation Engineering and Hydraulic Structures, Khanna Publishers, Delhi, 2006.

2. Modi P.N. Irrigation, Water Resources and Water Power Engineering, S.B.H Publishers and Distributors, New Delhi, 2008.

3. Priyani, V.B, Fundamental Principles of Irrigation Engineering. Charotar Books, Anand, India, 1967.

3

4. Punmia B. C., Asok K. Jain, Arun K. Jain and B. B. L. Pande, Irrigation and Water Power Engineering, Laxmi Publications (P) Ltd., 2015.

5. Reghunath H.M., Irrigation Engineering, Wiley India Pvt. Ltd., 2011.

6. Satyanarayana M. C., Water Resources Engineering-Principles and Practice, New Age International Publishers, 2014.

7. Varshney, R.S Theory & Design of Irrigation Structures - Vol III, Nem Chand & Bros., Roorkee, 1982.




survey, seminar, term-project, drawings, etc.





Part A (20 marks) - From Module I and Module II. Five Short answer questions of 4 marks

each. There should be at least two question from each module and not more than

three questions from any module. All questions are compulsory.

Part B (20 Marks) - Candidates have to answer one full question out of the two each from

Module I and II. Each question carries 10 marks.

Part C (60 Marks) - Candidates have to answer one full question out of the two from

Module III. Each question carries 60 marks. The question consists of design and

drawing part. In the drawing part, the questions shall be to draw maximum two

views.

Note: Use of Khosla’s chart, Blench curves and Montague curves are permitted in

examination halls.

Course Outcome:

After successful completion of this course, the students will be able to

Perform the stability analysis of gravity dams

Explain the causes of failure of different types of dams and their design criteria

Design minor irrigation structures and prepare the detailed drawings of the same.

4

13.602 DESIGN OF REINFORCED CONCRETE STRUCTURES (C)


Course Objectives:

To introduce the various design philosophies.

To impart knowledge about the fundamentals of analysis and design of RCC members.

To develop fundamental knowledge in Pre stress concrete

Module – I

Introduction to different design philosophies. Principles of Working Stress and Limit State

methods (Limit State method in detail), Analysis and Design of singly and doubly reinforced

beams of rectangular, and flanged sections for bending and shear.

Module – II

Design of beams for torsion. Limit State of Serviceability –Check for Deflections –cracking

(Brief description only). Design of slab spanning in one direction and two directions. Design

of continuous beams. Staircases – Design of straight flight and dog-legged staircases.

Module – III

Columns-Interactions curves- Design of short columns with axial loads, uniaxial moment and

biaxial moments- Use of SP–16 Charts- Design of long column (Brief description only).

Footings- Design of Isolated footings- axial and eccentric loading- Design of Combined

footings- rectangular and trapezoidal footings.

Module – IV

Pre-stressed Concrete – General principles- systems of pre stressing- Losses in Pre stress.

Analysis of pre stressed beams of rectangular and symmetrical I sections, slabs.

References:

1. Varghese P.C., Limit State Design of Reinforced Concrete, Prentice Hall of India Ltd., 2015.

2. Krishnaraju N., Structural Design and Drawing - Reinforced Concrete and Steel, Universities Press Ltd., 2009.

3. Jain A. K., Reinforced Concrete Limit State Design, Nem Chand Brothers, Roorkee, 2012.

4. Unnikrishna Pillai and Devdas Menon, Reinforced Concrete Design, Tata McGraw- Hill, 2010.

5. Sinha S. N., Reinforced Concrete Design Tata McGraw Hill, 2002.

6. Krishnaraju N., Prestressed Concrete, Tata McGraw Hill, 2007.

7. Mehra H. and V. N. Vazirani, Limit State Design, Khanna Publishers, 2007.

5








Use of IS 456, IS 1343and Interaction curves for columns are permitted in examination

halls.







Course Outcome:

The students after undergoing this course will have

Capability to design structural members using relevant IS codes and SP16.

Ability to analyse the strength of structural elements.

Ability to analyse the Pre stress concrete symmetrical sections using relevant IS

Codes.

6

13.603 ENVIRONMENTAL ENGINEERING – II (C)


Course Objectives:

To impart basic knowledge about the types of impurities in waste water and its quantification, sewer design and sewer appurtenances

To convey the theory of self purification of water bodies and develop an idea of theoretical calculations related to dilution method of waste water disposal

To communicate the importance of waste water treatment and the design procedure of various waste water treatment units

To convey the information about the treatment/disposal techniques of sludge and

the introductory knowledge on house drainage and plumbing systems.

Module – I

Waste water- Sources, Quantity-Characteristics- systems of Sewerage, Types of sewers-

Design of circular sewers Sewer appurtenances-Man holes, Catch basin, flushing devices,

Inverted siphon, Grease and oil traps.

Module – II

Waste water disposal systems-Natural and Artificial methods-Self purification of streams, Dilution techniques-Oxygen sag curve-Streeter Phelp’s Equation and its application- Waste water disposal by land treatment.

Unit operations and processes for Waste water treatment- Treatment of sewage-Preliminary-Theory and design of Screen and Grit chamber, Detritus chamber, Skimming tank.

Module – III

Primary treatment-Sedimentation tank, Secondary treatment-Contact bed, Intermittent

sand filter, Trickling filter, Activated sludge process, Design of Trickling filter (High rate,

standard), Septic tank and its effluent disposal - Imhoff tank.

Module – IV

Sludge treatment and disposal-Methods of thickening, sludge digestion-High rate, two stage

digestion- factors affecting digestion, Disposal of sludge- Sludge drying beds, Lagooning-

Dumping, burial. Design of sludge digestion tank, oxidation pond. -Principles of house

drainage-System of plumbing.

References

1. Garg S. K., Sewage disposal and Air pollution Engineering, Khanna Publishers, 2012.

7

2. Metcalf L. and H. P. Eddy, Waste Water Engineering, Tata McGraw Hill, 1984.

3. Punmia B. C., Water Supply Engineering, Laxmi Publications, 1995.

4. Modi P. N., Sewage Treatment & Disposal and Waste water Engineering, New Delhi,

1970.














Course outcome:


Explain the methods of analysis of waste water and the basic features of different sewer appurtenances.

Understand the main issues related to water pollution and analyse/explain self purification in water bodies.

Explain and design various units of a typical waste water treatment plant.

Develop the procedures for treatment of sludge generated in a waste water

treatment plant.

8

13.604 GEOTECHNICAL ENGINEERING – II (C)


Course Objective:

To impart to the students, in-depth knowledge about the basic concepts and theories

in foundation engineering

To enable the students to acquire proper knowledge about various methods of

foundation analysis for different practical situations.

Module – I

Bearing capacity of shallow foundations – Ultimate, safe and allowable bearing capacity.

Failure mechanism, assumptions and equation of Terzaghi’s bearing capacity theory for strip

footing [no derivation required] – Terzaghi’s formulae for circular and square footings -

Bearing capacity factors - Local and general shear failure - I.S. Code formula - Factors

affecting bearing capacity – Influence of water table. Total and differential settlement -

Causes - Methods of reducing differential settlement – Brief discussion on soil improvement

through installation of vertical drains and preloading, compaction piles and reinforced earth

technique.

Module – II

Combined footings- Rectangular and Trapezoidal combined footings – Raft foundations -

Allowable Bearing capacity of Rafts on sands and clays - Floating foundation. Lateral earth

pressure – At-rest, active and passive earth pressures – Practical examples - Rankine’s and

Coulomb’ theories[no derivation required] – Comparison - Influence of surcharge, inclined

backfill and water table on earth pressure - Earth pressure on retaining walls with layered

backfill.

Module – III

Stresses in soil due to loaded areas - Boussinesq’s and Westergaard’s formulae for point

loads – assumptions [no derivation required] – Comments - Vertical stress beneath loaded

areas of strip, rectangular and circular shapes - Newmark’s chart - Isobars- Pressure bulbs.

Brief introduction to site investigation –Objectives - Guidelines for choosing spacing and

depth of borings [brief discussion only] - Auger boring and wash boring methods - Standard

Penetration Test – procedure, corrections and correlations.

Module – IV

Pile foundations - Point bearing and friction piles - Bearing capacity of single pile in clay and

sand[I.S. Static formulae] - Dynamic formulae(Modified Hiley formulae only) - I.S. Pile load

test [conventional]- Negative skin friction - Group action -Group efficiency - Capacity of Pile

groups. Elements of a well foundation – Problems encountered in well sinking – Methods to

9

rectify tilts and shifts - Brief introduction to Machine foundation –Mass spring model for

undamped free vibrations - Natural frequency – Coefficient of uniform elastic compression –

Methods of vibration isolation.

References:

1. Ranjan G. and A. S. R. Rao, Basic and Applied Soil Mechanics, New Age International, 2002.

2. Arora K. R., Geotechnical Engineering, Standard Publishers, 2006.

3. Braja M. Das, Textbook of Geotechnical Engineering, Cengage Learning India Pvt. Ltd., Delhi, 2009.

4. Venkataramaiah, Geotechnical Engineering, Universities Press, 2000.

5. Peck R. B, Hanzen and Thornborn, Foundation Engineering, John Wiley, 1947.

6. Taylor D.W., Fundamentals of Soil Mechanics, Asia Publishing House, 1948.

7. Teng W.E., Foundation Design, Prentice Hall, New Jersey, 1962.









Part A (20 marks) - Five Short answer questions of 4 marks each. All questions are compulsory. There should be at least one question from each module and not more than two questions from any module.

Part B (80 Marks) - Candidates have to answer one full question out of the two from each module. Each question carries 20 marks.

Note: Use of Tables showing bearing capacity factors, shape factors, depth factors and inclination factors as per I.S. 6403-1981, and Terzaghi’ bearing capacity factors are permitted in the Examination hall. Any other relevant data, if necessary, shall be given along with the question paper by the question paper setter.

Course Outcome:


understand the basic concepts, theories and methods of analysis in foundation engineering.

assess field problems related to geotechnical engineering and take appropriate decisions.

10

13.605 TRANSPORTATION ENGINEERING - II (C)


Course Objectives:

To give the students a basic understanding of the various geometric design elements of

highways, highway materials, their test procedures and specifications, design and

construction of roads, planning and design of various features of Airport.

HIGHWAY ENGINEERING

Module – I

Introduction-Historical Development of Roads-Development of Roads in India, Classification

of roads. Highway Alignment: Requirements of highway alignment-factors controlling

alignment. Engineering surveys for highway location, preparation of project reports,

Highway aesthetics. Highway materials- Desirable properties of aggregates and bitumen-

Tests on aggregate and bitumen.

Module – II

Classification of transport technologies-inter modal co-ordination - ITS and automated

highways.

Highway drainage- Importance, surface and sub surface drainage systems. Geometric

Design: Design controls and criteria, design speed, camber, sight distance, super elevation,

widening of pavements on curves, horizontal curves, transition curve, gradient- vertical

curves.

Module – III

Pavement Design- types of pavement structures, Design of flexible pavements IRC method.

Westergaard’s analysis of wheel load stresses and temperature stresses in rigid pavements.

Construction- WBM, Bituminous concrete and cement concrete roads. Failures in flexible

and rigid pavements- cause of failures- Maintenance of bituminous and cement concrete

pavements.

AIRPORTS

Module – IV

Planning and Design of Airports- Aircraft characteristics which affect planning and design of

airports- Airport site selection. Runway Design- Orientation, Wind rose diagram-Basic

runway length computation, correction due to elevation, Temperature and gradient, runway

geometric design features, Taxiway design requirements, Terminal building, facilities

required in a terminal building. Apron: Size and gate positions-parking configurations,

parking system.

11

Typical airport layouts- Runway configurations. Airport Landing Aids- Airport markings-

Airport lighting- Air traffic control aids- landing Aids- ILS.

References:

1. Rao G. V., Principles of Transportation Engineering, Tata McGraw Hill, 1999.

2. Khanna S. K. and C. E. G. Justo, Highway Engineering, Nem Chand & Bros, 2011.

3. Kadiyali L. R., Traffic Engineering and Transport Planning, Khanna Publication, 2011.

4. Khanna S.K., M.G. Arora and S.S. Jain, Airport Planning and Design, Nem Chand &

Bros., 1999.

5. Horonjeff R. M. and F. X. Mckelvey., Planning and Design of Airports, McGraw Hill,

2010.

6. Partha Chakraborty and Animesh Das, Principles of Transportation Engineering,

Prentice Hall India Pvt. Ltd., 2015.

7. IRC : 37 : 2012 , Guidelines for Design of Flexible Pavements

8. Srinivasa Kumar R., Highway Engineering, Universities Press (India) Pvt. Ltd, 2011.



30% - Assignments (minimum 2) such as home work, problem solving, quiz, literature survey, seminar, term-project, software exercises, etc.












Course Outcome:

After successful completion of the course, the students will have a basic understanding of

the design features of highways and airport which will help them to be more technically

sound.

12

13.606 COMPUTER PROGRAMMING AND NUMERICAL METHODS (C)


Course Objective:

To provide adequate knowledge for writing programs using C++ language

To develop C++ programmes to implement different computational methods used for

the solution of engineering problems.

Module – I

Introduction to computers-computer organisation-input output devices-secondary storage

devices- programming languages- Computer programming- Elements of C++ programming

language – Character set, tokens, data types, variables, key words and identifiers-Input &

Output, operators, expressions. Selection statements – if, switch statements.

Module – II

Looping statements - for, while, do-while statements, Jump statements – break, continue,

goto exit(). Arrays - single and multi-dimensional arrays, initializing array elements, pointers

& arrays, Character arrays, string functions, Unformatted console I/O functions,

Unformatted Stream I/O functions.

Module – III

User defined functions – Arguments, return values, call by value, call by reference, functions

calling functions, functions and arrays - Global variables, automatic, static and register

variables, recursive functions, Structures - functions and structures - Arrays of structures -

structures within structures, Structures containing arrays. Files - Input & Output, sequential

& random access.

Module – IV

Numerical methods: Roots of transcendental equations - method of bisection and Newton-Raphson method,

Numerical Integration - Trapezoidal and Simpson’s rule, Solution of simultaneous linear

equations using Gauss elimination method.

Write programs for the following:

1. To solve non-linear equations by method of bisection and Newton-Raphson

method.

2. To implement numerical integration using Trapezoidal rule and Simpson’s 1/3 rule

3. To solve general system of linear algebraic equations by Gauss elimination

13

References:

1. Balagurusamy E., Programming in ANSI C, Tata McGraw Hill, 2012.

2. Stephen G. Kochan, Programming in C, Macmillan Computer Pub., 2003.

3. Byron Gottfried, Programming in C -, McGraw-Hill, 1996.

4. Kamthane A., Programming with ANSI & Turbo C, Pearson Education, 2006.

5. Robert Lafore, C++ Programming, Sams Publishers, 4/e, 2001.

6. Maria Litvin and Gary Litvin, Programming in C++, Vikas Publishing House, 2002.

7. Jose S., Computer Programming and Numerical Methods, Pentagon Educational

Services, Kollam, 2015.

8. Gerald C. F. and P. O. Wheatley, Applied Numerical Analysis, Pearson Education,

2004.

9. Kamthane A., Object Oriented programming with ANSI & TURBO C++ , Pearson

Education, 2003.

10. Balagurusamy E., Object Oriented programming with C++ , Tata McGraw Hill, 2013.













module. Each question carries 20 marks. Question from Module IV must be a

programming exercise.

Course Outcome:

Students get confidence in writing their own programs.

Their logical thinking capacity will be developed.

They are able to solve problems easily using computers.

14

13.607 TRANSPORTATION ENGINEERING LAB (C)


Course Objective :

To achieve practical experience in testing of Pavement Materials

To get familiar with standard quality laboratory testing procedures for

determining the basic properties and engineering behaviour of soil, aggregates

and bitumen


1. Tests on Aggregates

(i) Crushing Value

(ii) Los-Angeles Abrasion Value

(iii) Impact Value

(iv) Specific Gravity

(v) Water Absorption

(vi) Shape Test – Flakiness Index, Elongation Index & Angularity Number

2. Tests on Bitumen

(i) Viscosity Test with Brookfield viscometer

(ii) Ductility Test

(iii) Softening Point Test

(iv) Specific Gravity

(v) Flash Point Test

3. Tests on Soil

(i) Modified Proctor Compaction Test

(ii) CBR Test


40% - Test



Reference:

Khanna S. K. and C. E. G. Justo, Highway Engineering, Nem Chand & Bros., Roorkee, 2011.

15







20% - Viva voce


examiner.

Course Outcome:

After successful completion of the course, the students will be

Able to assess the basic and engineering properties of pavement materials.

Capable of conducting specific tests required for field application and draw

necessary inferences.

.

16

13. 608 COMPUTER AIDED DESIGN AND DRAFTING LAB (C)


Course Objective :

To develop an ability to use CAD software for generating engineering drawings and,

perform structural analysis & design using spreadsheets and softwares.

List of Exercises:

1. Preparation of Civil Engineering Drawings – plan, section and elevation of buildings. 2. Application of spreadsheets in Civil Engineering:

(i) BM and SF diagrams of cantilever, simply supported and overhanging beams.

(ii) Analysis of continuous beams by moment distribution method.

(iii) Design of singly/doubly reinforced sections by limit state method.

3. Use of structural analysis software: Analysis of cantilever and simply supported

beams (Not to be included for examination) 4. Application of GIS in Civil Engineering – preparation of database and GIS analysis.

(Not to be included for examination)

Note: 1. Any standard software packages can be used for drafting, spreadsheet,

structural analysis and GIS.

2. The printouts of the drawings and spreadsheets/structural analysis software

should be attached in the lab record maintained by the students.

References:

The manuals of the software packages used.


40% - Test





Questions based on the list of exercises prescribed in sections 1 and 2. Question on Civil

Engineering Drawing is compulsory. Question paper may contain a question on CAD drawing

and a Spread sheet analysis using software. 60% credit may be given for CAD drawing and

40% for spreadsheet analysis.

17

Marks should be awarded as follows:

40% - Working/Correctness of the procedure/equations (for spreadsheet analysis)

60% - Output/Results


examiner.

Course Outcome:

The students after undergoing this course will be able to develop engineering

drawings of residential buildings using CAD software, generate spreadsheets for

analysis and design of beams and use structural analysis and GIS softwares.



(2013 SCHEME)

SYLLABUS FOR

VII SEMESTER

CIVIL ENGINEERING

1

SCHEME -2013

VII SEMESTER


Course No


Weekly load, hours

C A Marks

Exam Duration

Hrs

U E Max

Marks

Total Marks

L T D/P

13.701 Design of Steel Structures (C ) 5 3 2 - 50 3 100 150

13.702 Design and Drawing of Reinforced concrete structures (C )

5 3 - 2 50 4 150 200

13.703 Advanced Structural Analysis (C ) 4 2 2 - 50 3 100 150

13.704 Elective – I 4 3 1 - 50 3 100 150

13.705 Elective – II 4 3 1 - 50 3 100 150

13.706 Environmental Engineering Lab. (C ) 2 - - 2 50 3 100 150

13.707 Geotechnical Engineering Lab. (C ) 2 - - 2 50 3 100 150

13.708 (a) Seminar (b) Survey Camp & Industrial Visit

3 - - 3 150 150

Total 29 14 6 9 500 750 1250

2

ELECTIVE -I

13.704.1 Structural Analysis for Dynamic Loads (C )

13.704.2 Advanced Design of Reinforced Concrete Structures (C )

13.704.3 Earth dam Engineering (C )

13.704.4 Soil Exploration (C )

13.704.5 Geoinformatics (C )

13.704.6 Free Surface Flow (C )

13.704.7 Air Quality Management (C )

13.704.8 Highway and Airfield Pavement Materials (C)

13.704.9 Sustainable Development (C )

13.704.10 Coastal Engineering (C )

13.704.11 Environmental Science and Management (C )

13.704.12 Modern Construction Materials (C )

ELECTIVE -II

13.705.1 Pre-stressed Concrete (C )

13.705.2 Mechanics of Composite Materials (C )

13.705.3 Ground Improvement (C )

13.705.4 Geo Environmental Engineering (C )

13.705.5 Ground Water Engineering (C )

13.705.6 Solid Waste Management (C )

13.705.7 Transportation Planning (C )

13.705.8 Advanced Computational Methods (C )

13.705.9 Optimization Techniques in Engineering (C )

13.705.10 Design of Offshore Structures (C )

13.705.11 Transportation System Management (C )

3

13.701 DESIGN OF STEEL STRUCTURES (C)


Course Objectives:

To introduce steel as a structural material and various design philosophies applicable to steel structures.

To impart knowledge about the fundamentals of analysis and design of steel structural members.

To develop fundamental knowledge in plastic analysis of steel structures.

Module – I

Properties of structural steel, Structural steel sections, Limit state and working stress design

concepts, Types of connections - Design of welded and bolted connections, design of bolted

connections using high strength friction grip bolts.

Design of tension members and their connections, Lug angle connection design. Design of

struts (single angle and double angle sections).

Module – II

Design of laterally supported and unsupported beams - Built up beams, Simple beam to

column connections (bolted and welded connections).

Plate girders- design of section, curtailment of flange plate, bearing and intermediate

stiffeners, connections, flange and web splices, Gantry girders (only design concept).

Module – III

Columns- Design of axially and eccentrically loaded compression members, simple and built

up sections, lacing and battening.

Column bases- slab bases and gusseted bases.

Module – IV

Light gauge steel structures – Types of sections, Flat width ratio, Buckling of thin elements,

Effective design width, Form factor, Design of tension, compression members and beams.

Plastic design- basic assumptions - shape factor, load factor- Redistribution of moments - -

upper bound, lower bound and uniqueness theorems- analysis of simple and continuous

beams, two span continuous beams and simple frames by plastic theory - static and

kinematic methods.

4

References:

1. Subramanian N., Design of Steel Structures, Oxford University Press, 2008.

2. Arya A.S. and J. L. Ajmani, Design of Steel Structures, Nemchand & Bros, 1996.

3. Dayaratnam P., Design of Steel Structures, Wheeler Publishers, 2007.

4. Ramachandra, Design of Steel Structures, Standard books, 2011.

5. Duggal S.K., Design of Steel Structures, Tata McGraw Hill, 2000.

6. IS. Codes: IS:800-2007, IS:811-1987, IS:801- 1975.




survey, seminar, term-project, drawings, etc.







Note: Use of IS. Codes (IS:800-2007, IS:811-1987, IS:801- 1975) and Structural Steel Tables are permitted in examination halls.

Course Outcome:

The students after undergoing this course will have the

Capability to design structural members using relevant IS codes and steel tables.

Ability to analyse the strength of structural elements.

Ability to analyse statically indeterminate structures plastic moment.

5

13.702 DESIGN AND DRAWING OF REINFORCED CONCRETE STRUCTURES (C)

Teaching Scheme: 3(L) - 0(T) - 2(D) Credits: 5

Course Objectives:

To give an idea about the different type of retaining walls, water tanks, bridges, flat slabs ribbed slabs and, their components.

Provide an understanding in analysis and design of retaining walls, water tanks, bridges

and flat slabs based on relevant codal provisions.

To give an idea to develop structural detailing of retaining walls, water tanks, bridges

and flat slabs.

Module – I

Structural behaviour of different type of retaining walls. Design of retaining walls – Limit

State method - cantilever and counterfort retaining walls with horizontal and inclined

surcharge.

Water tanks – design of circular and rectangular water tanks at ground level and overhead,

complete design excluding supporting structure – design of domes for circular water tanks.

Drawing and detailing of structures designed.

Module – II

Road Bridges – IRC specifications – Class A, Class AA loading – Design of slab bridges, T-beam

and slab bridges - Design principles of Pre-stressed concrete bridges.

Flat slabs – analysis of flat slab – direct design method – principles of equivalent frame

method – design of interior flat slabs for flexure and shear –Discussion on the design of

exterior flat slab - Ribbed slab and the design principles

Drawing and detailing of structures designed.

References:

1. Varghese P.C., Limit State Design of Reinforced Concrete, Prentice Hall of India Ltd., 2015.

2. Krishnaraju N., Structural Design and Drawing - Reinforced Concrete and Steel, Universities Press Ltd., 2009.

3. Jain A. K., Reinforced Concrete Limit State Design, Nem Chand Brothers, Roorkee, 2012.

4. Unnikrishna Pillai and Devdas Menon, Reinforced Concrete Design, Tata McGraw- Hill, 2010.

5. Sinha S. N., Reinforced Concrete Design Tata McGraw Hill, 2002.

6. Krishnaraju N., Prestressed Concrete, Tata McGraw Hill, 2007.

6

7. Mehra H. and V. N. Vazirani, Limit State Design, Khanna Publishers, 2007.

8. Krishnaraju N., Design of Bridges, Universities Press Ltd., 2010.

9. Johnson V., Essentials of Bridge Engineering, Oxford and IBH, 2009.



40% - Class work, Drawings and Assignments (minimum 2) such as home work,

problem solving, quiz, literature survey, seminar, term-project, software

exercises, etc.





Part A (40 marks) - From Module I and Module II. Two questions of 20 marks each. All

questions are compulsory. There should be one question from each module.


module. The question consists of design and drawing part. Each question carries 55

marks (30 marks for design and 25 marks for drawing).

Note: Use of IS 456:2000; IS 3370 (Parts I- IV), IRC 6 & 21 and Design charts are

permitted in the examination hall.

Course Outcome:

The students after undergoing this course will have

Capability to analyse and design retaining walls, water tanks, bridges and flat slabs

using relevant IS codes and SP16.

Ability to present structural detailing of retaining walls, water tanks, bridges and flat

slabs.

7

13.703 ADVANCED STRUCTURAL ANALYSIS (C)


Course Objectives:

To introduce matrix methods of analysis and basics of finite element analysis.

To equip the students with a thorough understanding of the laws underlying the

mechanics of structures in the mathematical framework of matrices.

To provide a bridge between traditional methods and modern computer aided

methods of analysis.

Module – I

Introduction to matrix analysis of structures – Concept of flexibility and stiffness influence

coefficient- Concept of development of stiffness matrix and flexibility matrix by physical

approach – Equivalent joint loads - Concept of element approach – Stiffness method by

element approach - Development of compatibility matrix – Element stiffness matrices for

truss, beam and plane frame elements - Development of structure stiffness matrix by

element approach – Analysis of statically indeterminate beams, rigid jointed and pin-jointed

plane frames by stiffness matrix approach.

Module – II

Concept of direct stiffness method – Transformation of element stiffness matrices from

local to global co-ordinates – Application of direct stiffness method to two span continuous

beams and pin-jointed plane frames (frames of maximum three members) - Advantages of

direct stiffness method.

Flexibility method by element approach – Development of equilibrium matrix – Element flexibility matrices for truss, beam and plane frame elements - Development of structure flexibility matrix by element approach – Evaluation of displacements in statically determinate beams, rigid jointed and pin-jointed plane frames by flexibility matrix approach.

Module – III

Analysis of statically indeterminate beams, rigid jointed and pin-jointed plane frames by

flexibility matrix approach. Comparison of flexibility matrix and stiffness matrix methods.

Module – IV

Introduction to finite element analysis – Concept of discretization of continuum - Finite

element analysis procedure – Relevant basics of elasticity – Stress-strain relation

(Constitutive relation) - Strain-displacement relation – Concept of strain-displacement

matrix – Types of 1-D, 2-D and 3-D finite elements –

8

Plane stress and plane strain problems – Displacement function – Convergence and

compatibility requirements - Development of shape functions for truss element (2-noded

and 3-noded), beam element and CST element – Derivation of expressions for element

stiffness matrix and nodal load vector (Derivation of equilibrium equation) – Development

of stiffness matrix for truss element alone.

References

1. William Weaver Jr. and James M. Gere, Matrix Analysis of Framed Structures, CBS

Publishers, New Delhi.

2. Pandit G. S. and Gupta S. P., Structural Analysis – A Matrix Approach, Tata McGraw

Hill, New Delhi.

3. Rajasekharan S. and G. Sankarasubramanian, Computational Structural Mechanics,

Prentice Hall of India, New Delhi.

4. Hibbeler R. C., Structural Analysis, Pearson Education, New Delhi.

5. Ghali A., Neville A. M. And Brown T. G., Structural Analysis – A Unified Classical and

Matrix Approach, Spoon Press, London and New York.

6. Manicka Selvam V.K., Elements of Matrix and Stability Analysis of Structures, Khanna

Publishers, Delhi, 2010.

7. Cook R.D., Concepts and Applications of Finite Element Analysis, John Wiley & Sons.

8. Krishnamoorthy C. S., Finite Element Analysis – Theory and programming, Tata

McGraw Hill, New Delhi.

9. Rajasekharan S., Finite Element Analysis in Engineering Design, Wheeler Publishers.

10. Chandrapatla T. R. and A. D. Belegundu, Introduction to Finite Elements in

Engineering, Prentice Hall of India, New Delhi.












9



Course outcome:


Understand what happens behind the black box of the software package commonly used for structural analysis

Check the results generated by the computer output

Face the analysis of challenging structural systems confidently.

10

13.704.1 STRUCTURAL ANALYSIS FOR DYNAMIC LOADS (C) (Elective I)


Course Objective:

To understand the behaviour of structures under dynamic loads

To provide understanding of basic dynamic analysis procedures and seismic force

calculations.

Module – I

Review of analysis of dynamic systems – parameters, Dynamic loading, D’Alembert’s

principle - Single degree of freedom (SDOF) systems, Equation of motion, Natural frequency,

Free and forced vibration- Modelling of SDOF systems.

Response of SDOF system subjected to harmonic loads – steady state and transient states –

steady sate amplitude – Dynamic magnification factor. Evaluation of damping ratio – Half

power (band-width) method.

Module – II

SDOF systems subjected to support motion. Vibration isolation – Transmissibility.

Response to impulsive loading – half sine, rectangular and triangular impulses. Impulse

response function, Response of SDOF systems subjected to general dynamic loading –

Duhamel integral.

Module – III

Multi-degree of freedom (MDOF) systems, Modelling - Lumped mass and consistent mass,

Shear building frames, Equation of motion of MDOF systems, Natural frequencies and mode

shapes, Orthogonality of normal modes, Forced vibration analysis - Mode superposition

method.

Module – IV

Distributed parameter systems, Differential equation – beam flexure (elementary case),

Natural frequencies and mode shapes of simply supported beams.

Introduction to earthquake analysis – response spectrum, Response spectrum analysis of

MDOF system subjected to support motion.

Calculation of design seismic forces in building frames using IS:1893-2002 (Equivalent lateral force method only).

References:

1) Mario Paz, Structural Dynamics, CBS Publishers, New Delhi, India, 2001.

11

2) Clough R. W. and J. Penzien, Dynamics of Structures, McGraw Hill, 1993.

3) Chopra A. K., Dynamics of Structures- Theory and application to Earthquake

Engineering, Pearson Education India, 2007.

4) Biggs J. M., Introduction to Structural Dynamics, McGraw-Hill Book Inc., New York,

1964.

5) Mukhopadhyay M., Vibrations, Dynamics and Structural Systems, Taylor & Francis,

London, 2000.

6) Manicka Selvam V. K., Elementary Structural Dynamics, Dhanapat Rai Publications,

New Delhi, India, 2001.

7) IS:1893-2002, Criteria for earthquake Resistant Design of structures.











Note: Use of IS 1893 :2002 is allowed in the examination.

Course Outcome:

After successful completion of the course, the students will have awareness of the

dynamic response of structures. They will be able to apply engineering knowledge to

model dynamic systems and obtain their response due to dynamic loads.

12

13.704.2 ADVANCED DESIGN OF REINFORCED CONCRETE STRUCTURES (C)

(Elective I)


Course Objective:

To give an in-depth idea regarding the advanced theoretical knowledge of reinforced

concrete structure giving importance to those areas which are not covered in the basic

RCC design of structures subject.

Module – I

Advanced theory in stress- strain characteristics of concrete under uni-axial and multiaxial

states of stress, confined concrete, effect of cyclic loading on concrete and reinforcing steel.

Design concepts – limit state method – comparison of different codal regulations.[American,

British, Euro code & Indian].

Module – II

Behaviour and design of reinforced concrete members in flexure, flexural shear- Analysis

and design of compression member – slender columns, including biaxial bending.

Serviceability limit states- estimation of deflection, immediate and long term deflection,

control of cracking, estimation of crack width in RC members –codal procedures on crack

width computations.

Module – III

Design of special RC members-Analysis of shear walls- distribution of lateral loads in

uncoupled shear walls, Design of concrete corbels.

Module – IV

Design of ribbed slabs, deep beams, pile caps. Yield line analysis of slab, yield line

mechanisms- equilibrium and virtual work method.

References:

1. Hong F.K. & Evans R.H., Reinforced and Pre-stressed concrete, Taylor and Francis

2. Clien W. F., Plasticity on Reinforced concrete

3. Park P. and T. Paulay, Reinforced concrete Structures, Wiley and Sons.

4. James M. F., Concrete Engineering Hand book, McGraw Hill

5. Ramakrishna and Arthur, Ultimate Strength Design for Structural Concrete.

6. Purushothaman P., Reinforced concrete Structural Elementary, Tata McGraw Hill

Company Ltd., New Delhi.

7. Varghese P. C., Advanced Reinforced Concrete Design, 2/e, PHI Learning Pvt. Ltd.

13

8. Bhavikatti S., Advance RCC Design [Volume II], New Age International.











Note: Use of IS 456 :2000 and SP: 16 Charts are allowed in the examination.

Course Outcome:

The students after taking this course will be able to analyse the complicated behaviour

of concrete structures and will be able to design special RCC structures.

14

13.704.3 EARTH DAM ENGINEERING (C) (Elective I)


Course Objective:

To impart to the students the fundamentals of Earth and Rock fill dams; To enable

students to acquire proper knowledge regarding the design and analysis aspects of earth

and rock fill dam Engineering.

Module – I

Earth Dam – Requirements of foundation – Materials of construction – Design to suit the

available materials – Embankment construction – Methods of placement and compaction –

Compaction control – Placement water content.

Module – II

Seepage through dams – Determination of phreatic line – Casagrande’s solution- Kozheny’s

parabola-Entrance & Exit correction –Flownets for homogenous earth dams-Flownets for

dams under steady seepage and sudden draw down conditions- Control of seepage –

Adverse effects of seepage- Liquefaction and its prevention- Methods of reducing seepage –

Selection of core types – Cut off trenches – Grout curtains- Sheet pile walls – Upstream

blanket – relief walls.

Module – III

Stability Analysis – Role of pore pressure in stability analysis – pore pressure during

construction, steady seepage & sudden drawdown conditions – Instrumentation of earth

dams.

Module – IV

Rockfill dams- General characteristics – Impervious membrane and earth cores – Control of

rock fill placement – Settlement of rockfill.

References:

1. Sherard, Woodward, Gizienzki and Clevenger, Earth and Earth-Rock Dams, John

Wiley and Sons, New York, 1963.

2. Bharat Singh and Punmia, Earth and Rockfill Dams, Standard Publishers and

Distributors, New Delhi, 1988.



15









Course Outcome:

After the course the student understands the basic principles governing the design of

earth and Rock fill dams and also they acquires the ability to understand the

applicability and limitations of various design methods.

16

13.704.4 SOIL EXPLORATION (C) (Elective I)


Course Objective:

To impart to the students, a clear idea about how a geotechnical investigation

programme is to be planned and executed.

To impart in-depth knowledge about the various methods of geotechnical investigation

and the field tests to be conducted in different situations.

Module – I

Objectives of soil exploration – Planning of a sub-surface exploration programme –

Collection of existing information, reconnaissance, preliminary and Detailed investigation -

Number, size, spacing and depth of boreholes –Methods of exploration - Open pits – Auger

boring, wash boring, percussion drilling, rotary drilling – Comparison of the methods -

Stabilization of boreholes. Plate load test – Procedure, uses and limitations – Solution of

numerical problems using plate load test data.

Module – II

Sounding methods – Standard Penetration Test – Procedure – corrections to be applied to

observed N values – Procedure for estimation of representative average N value –

Numerical examples - Factors influencing the SPT results and precautions to obtain reliable

results – Merits/drawbacks of the test – Correlations of N value with various engineering

and index properties of soils. Static Cone Penetration Test – Procedure – Merits/drawbacks

– Correlation of static CPT results with soil properties - Dynamic Cone Penetration Test –

Procedure – Merits/drawbacks – Critical comparison of SPT, static CPT and dynamic CPT

Pressure meter test - Procedure –Uses – The borehole shear test – Procedure- Uses.

Module – III

Geophysical methods – Seismic refraction method – Procedure, uses, limitations – Solution

of numerical problems to estimate the velocity of seismic waves and the thickness of upper

layer of a two-layered soil system - Electrical resistivity method – Electrical profiling and

electrical sounding – Procedure, uses, limitations . Cyclic pile load test –Procedure for

separation of end bearing and skin friction resistance- solution of numerical problems using

cyclic pile load test data - Determination of field permeability by pumping out test [no

derivation required].

Module – IV

Soil sampling – Undisturbed, disturbed, and representative samples – Chunk and tube

samples – Factors affecting sample disturbance and methods to minimise them –

Significance of Area ratio, Inside clearance, Outside clearance and Recovery ratio –

17

Numerical problems to assess the quality of a sampler - Use of Ball check valve – Handling

and transportation of samples – Extrusion of samples . Types of samplers – Thin walled

sampler – Piston sampler – Split spoon sampler - Core retainers – Types of drill bits – Rock

Quality Designation –Bore log – Soil profile – Sub-soil investigation report.

References:

1. Joseph E. Bowles, Foundation Analysis and Design, Mc. Graw Hill Inc., New York,

1988.

2. Peck B., Hansen and Thornborn, Foundation Engineering, John Wiley & Sons, New

York, 1947.

3. Gopal Ranjan and A. S. R. Rao, Basic and Applied Soil Mechanics, New Age

International (P) Limited, New Delhi, 2002.

4. Arora K. R., Geotechnical Engineering, Standard Publishers Distributors, New Delhi,

2006.

5. Venkataramaiah, Geotechnical Engineering, Universities Press (India) Limited,

Hyderabad, 2000.











Course Outcome:

After successful completion of the course, the students understand the procedure,

applicability and limitations of various methods of geotechnical investigation; Ability of

the students in making proper engineering judgements and in taking appropriate

decisions related to geotechnical investigations is greatly improved.

18

13.704.5 GEOINFORMATICS (C) (Elective I)


Course Objective:

To impart a basic knowledge on geospatial data and its importance in infrastructure

development and resource management.

To familiarize the different geospatial data acquisition systems like GPS, remote

sensing and geospatial data analysis platforms like GIS.

Module – I

Shape of Earth, Topography, Geoid, Ellipsoid. Geographic coordinate systems - Datum: WGS

84 Datum and Everest Datum. Projected coordinate systems- Map projections: Types of

Map projections, Map projection parameters- UTM projection. Methods of representation

of Relief, TIN data and Grid Data.

Module – II

GPS Basics- system overview-working principle of GPS-Satellite ranging-calculating position-

Ranging errors and its correction-code phase and carrier phase measurements - GPS

Surveying methods-Static, Rapid static , Kinematic methods - Real time and post processing

DGPS- GPS Survey planning and observation-horizontal and vertical control - GPS data

processing- Applications of GPS.

Module – III

Remote Sensing : Definition- Electromagnetic spectrum-Energy interactions with

atmosphere and earth surface features-spectral reflectance of vegetation, soil and water-

Classification of sensors-spatial resolution-spectral resolution-radiometric resolution-

Temporal resolution- Optical and Infra-red sensors-Active and Passive sensors-Multi spectral

scanning-Along track and across track scanning, IRS LISS Camera- Thermal and Microwave

sensing (brief description only)-Visual Image Interpretation –Indian Remote Sensing System.

Module – IV

Fundamentals of GIS: Definition-components of GIS - GIS operations - Spatial data modelling

- Raster and vector data representation - Data Input methods - Geometric Transformation -

RMS error, Vector data Analysis - buffering, overlay, Modelling surfaces-DTM, Triangulated

irregular network (brief description only)-GIS output.

References:

1. Barry F. K., Geomatics, Pearson Education Ltd.

2. Iliffe, C.J., Datums and Map Projections for Remote Sensing, GIS and Surveying, Whittles Publishing.

19

3. Satheesh Gopi, The Global Positioning System and Surveying, Pearson Education

4. Lillesand M. and W. Kiefer, Remote Sensing and Image Interpretation, John Wiley and Sons.

5. George Joseph, Fundamentals of Remote Sensing, University Press.

6. Anji Reddy M., Remote sensing and Geographical Information Systems, B S Publications, Hyderabad.

7. Kang-Tsung Chang, Introduction to Geographic Information Systems, Tata McGraw Hill.

8. Burrough P., Principles of Geographical Information Systems, Oxford University Press.











Course Outcome:

After successful completion of the course, the students will be benefited by the

knowledge of recent geo information technologies.

20

13.704.6 FREE SURFACE FLOW (C) (Elective I)


Course Objective:

Apply conservation of mass, momentum and energy principles to open channel flow

problems

Design channels using the concepts of uniform flow and gradually varied flow

conditions

Introduce the principles of unsteady one-dimensional flows in open channel problems

The course is designed to give the engineering student a solid understanding of open

channel hydraulics, particularly in steady, gradually varied flow, spatially varied flow

and a basis for the design of free surface systems..

Module – I

Open channel flow-Velocity and pressure distribution-energy and momentum correction

factors-Pressure distribution in curvilinear flows. Energy and momentum principle-critical

flow, Application of specific energy principle to channel transitions with hump or change in

width, specific force, Uniform flow- composite sections, Hydraulic exponents N and M-

computation of uniform flow.

Module – II

Design of channels for uniform flow, Non-erodible channels – minimum permissible velocity,

best hydraulic section, Erodible channels with scour but do not silt-tractive force and

permissible velocity approach- stable hydraulic section.

Module – III

Varied Flow: Dynamic equations of gradually varied flow, assumptions and characteristics of

flow profiles, classification of flow profile, draw down and back water curves, profile

determination, graphical integration, direct step and standard step method, numerical

methods, flow through transitions.

Module – IV

Rapidly Varied Flow: Hydraulic Jumps- Hydraulic jumps in non rectangular channels,

exponential channels, basic characteristics of jump, length and location of jump, jump as

energy dissipation, control of jump, design of stilling basins, Ogee Spillway- uncontrolled

crests- profile, Standing wave flume, Parshall flume. Rapidly varied unsteady flow – surges.

Spatially varied flow, dynamic equation of spatially varied flow, Analysis of spatially varied

flow profile.

21

References:

1. Ven Te Chow, Open Channel Hydraulics, Tata McGraw Hill Book Co

2. Subramanya K., Flow in Open Channels, Tata McGraw Hill Series.

3. Ranga Raju, Flow through Open Channels, Tata McGraw Hill.

4. Hanif Chaudhary M., Open Channel Flow, Prentice Hall India Private Ltd.

5. Henderson F. M., Open Channel Flow, McMillan, New York.











Course Outcome:

After successful completion of the course, the students will be capable of understanding

the basic principles of open channel hydraulics and applying them in solving practical

flow problems relating to open channel flows.

22

13.704.7 AIR QUALITY MANAGEMENT (C) (Elective I)


Course Objective:

To understand the basic principles of air quality management

To understand various engineering concepts involved in control and regulation of air

pollution.

Module – I

Definition-Sources- Classification of air pollutants- Nature of air pollution problems-Nature

of pollutants. Industrial processes causing air pollution. Effects of pollutants on health,

vegetation, materials & atmosphere - Behavior and fate of air pollutions.

Air quality standards and legislation: - Ambient air quality standards, air quality emission

standards, air pollution control legislation.

Module – II

Meteorology & Dispersion of pollutants: Stability, Inversions, Diffusion of pollutants,

Air quality modeling, Approach to model formulation, Dispersion models. Air pollution

indices: Economics & new trends of air pollution control.

Module – III

Air sampling and analysis of air pollutants: Principles and instruments for pollution control;

Ambient air quality & emission standards, Indoor pollution, Sampling train for ambient air

sampling and stack sampling, particulate and gas analysis.

Module – IV

Control of air pollutants: Particulate emission control, Gaseous emission control, Biological

air pollution control techniques, Bio-scrubbers, Removal of gaseous pollutants. Different

methods, Adsorption, Absorption, Condensation, Incineration, Automobile pollutants,

control of automobile emissions.

References:

1. Stern A., Air pollution, Vol. 1, 2 & 3, Academic Press, New York.

2. Rao C. S., Environmental pollution control Engineering, Wiley Eastern Ltd, Delhi.

3. Rao M. N. and H. V. N. Rao, Air Pollution, Tata McGraw Hill Co. Ltd, Delhi.

4. Wayne R Ott, Environmental Indices, Theory and practices, Ann Arbor Science

Publishing Company. Inc.

5. Beat Meyer, Indoor Air Quality, Addison – Wesley Publishers.

23

6. Chhatwal G. R., Encyclopedia of Environmental Pollution and Control, Vol. 1, 2 & 3,

Anmol Publications.

7. Noel de Nevers, Air Pollution Control Engineering, McGraw Hill, New York, 1995.











Course Outcome:

After successful completion of the course, the students will be able to understand the

significance, need and methods of air quality management programs.

24

13.704.8 HIGHWAY AND AIRFIELD PAVEMENT MATERIALS (C) (Elective I)


Course Objective:

To understand the characteristics and tests of flexible and rigid pavements materials.

To study recent developments in construction practices and modern equipments used.

Module – I

Characterization of subgrade soil, Properties and test for use as subgrade material. Soil

classification systems regarding suitability as subgrade soil. Soil stabilization methods -

Chemical and Mechanical and their construction procedures. .Road aggregates- Properties

and tests. Bitumen- Manufacturing, Grading and tests. Emulsions, Cut backs and Modified

binders-Properties, types and uses.

Module – II

Bituminous pavement types:-Penetration layer systems and Pre mixed aggregate and

bituminous mixtures. Mix Design- Marshall method and Superpave procedure. Construction

of bituminous pavements- Preparation and construction of Base, Sub base and surface

layers including equipments.

Module – III

Material characterization for Cement concrete pavements- Properties and tests for the

materials used for CC pavements. Construction of Cement concrete pavements –

Preparation of Subgrade and Base, Presetting reinforcements in joints and PCC slab

construction stages. Thin white topping and ultra thin white toppings.

Module – IV

Specialised applications of materials and construction practices- Interlocking concrete block

pavements – Materials used and the construction procedures. Geo-Textiles- Types and

functions as pavement material. Introduction to Microsurfacing, Porous pavements, Warm

mix asphalt & Recycling of pavements.

References:

1. Wright P. H. and K. Dixon, Highway Engineering, John Wiley & Sons, 1996.

2. Mallick R. B. and T. E. Korchi, Pavement Engineering, CRC Press, 2009.

3. Manual for Construction and Supervision of Bituminous Works, MoRTH , 2001.

4. IRC SP: 63-2004, Guidelines for Use of Interlocking Concrete Block Pavement, Indian

Roads Congress.

25

5. G.V. Rao, P. K. Banerjee, J. T. Shahu, G. V. Ramana, Geosynthetics -New Horizons,

Asian Books Private Ltd., New Delhi, 2004.

6. Khanna S. K. and C. E. G. Justo, Highway Material Testing, New Chand & Bros., 1999.











Course Outcome:

After successful completion of the course, the students will understand the need for tests

and procedures adopted for construction. To equip the students with practical sense of

road construction using suitable materials

26

13.704.9 SUSTAINABLE DEVELOPMENT (C) (Elective I)


Course Objective:

To understand and familiarise with the concept of Sustainable Development.

To learn about sustainable building materials and construction.

To learn about energy efficient material and construction.

To learn about waste reduction in construction industry.

Module – I

Concepts of sustainability : Energy and Global environment, Energy use and Climate change

– Its impact, Types of Energy systems, Concept of Sustainability - Principles of conservation -

synergy with nature, Bioregionalism - community basis shelter technology within

bioregional patterns and scales, Ethical- environmental degradation.

Module – II

Sustainable Building Materials: Properties, Uses and Examples of -Primary, secondary and

Tertiary Sustainable Materials. Principles to improve the energy efficiency - siting and

vernacular design, shade, ventilation, earth, shelter, thermal inertia and air lock entrances;

solar water heating panels; photovoltaic electricity generation.

Module – III

Techniques of sustainable construction - technologies, methods of effectiveness, and design

synthesis – Green buildings - alternative materials and construction methods: use of local

materials and on site growth of food, fuel and building materials.

Module – IV

Recycling and Reuse : Pre building, Building, Post building stages - Architectural Reuse,

Waste prevention, Construction and Demolition recycling- Conservation of natural and

building resources- Energy and material savings – types of wastes - Elimination of waste and

minimize pollution- various Decomposing methods – Innovative reuse of various wastes.

References:

1. Bose B.C., Integrated Approach to Sustainable Development, Rajat Publications,

Delhi, 2001.

2. Laurie Baker, Chamoli Earthquake Hand Book, Costford (Centre of Science and

Technology for Rural Development), 2000.

3. Moore F., Environmental Control Systems: Heating, Cooling, Lighting, McGraw Hill,

New York, 1993.

http://www.indiastudychannel.com/resources/48090-THIAGARAJAR-COLLEGE-OF-ENGINEERING-B-Arch-Semester-ARA-C-SUSTAINABLE-ARCHITECTURE.aspx

27

4. Langston C. A. and G. K. C. Ding, Sustainable Practices in Built Environment, 2/e,

Butterworth-Heinmann, 2001.

5. Trivedi R. N., Environmental Sciences, Anmol Publications Pvt. Ltd, New Delhi,

2005..

6. Wright R. T. and B. J. Nebel, Environmental Science: Towards Sustainable Future,

Prentice Hall of India Pvt. Ltd., New Delhi, 2002.











Course Outcome:


comprehend sustainable development concept in civil engineering practices.

choose materials and evolve construction procedures to suit sustainable

development.

choose energy efficient materials and construction techniques.

adopt and suggest waste reduction methods in construction industry.

http://www.indiastudychannel.com/resources/48090-THIAGARAJAR-COLLEGE-OF-ENGINEERING-B-Arch-Semester-ARA-C-SUSTAINABLE-ARCHITECTURE.aspx

28

13.704.10 COASTAL ENGINEERING (C) (Elective I)


Course Objective:

To provide knowledge on the mechanics of ocean waves and its applications in Coastal

Engineering.

Module – I

Introduction , Impact on Coastal Environment due to human activities- Integrated Coastal

Zone Management (ICZM) and its importance in India, Ocean Waves and their generation-

Classification of waves- Wave theories-Linear wave theory- wave length and Celerity-Water

particle velocity- Water particle acceleration-Water particle displacement- Pressure with in

a Progressive wave-Wave Energy.

Module – II

Group Celerity- Superposition of waves- Wave Transformation in shallow water- Refraction ,

Shoaling and diffraction- wave breaking – Plunging breaker, spilling breaker-surging

breaker-collapsing breaker - wave reflections Clapotis .Brief description on Finite Amplitude

Wave theories namely Stokes second order theory, Cnoidal Wave theory, Solitary Wave

theory. Wave forecasting- SMB and PNJ methods.

Module – III

Coastal zone process-beach profiles- Near shore and long shore sediment transportation-

(descriptions only –no computation ) Littoral drift- Wave forces on structures- Wave forces

on Vertical walls due to non-breaking waves, breaking waves and broken waves –

Problems- Forces on circular cylinders- Morison equation-Froude-Krylov Force.

Module – IV

Harbour Oscillations- Free oscillations in two and three dimensional basins- forced

oscillations

Shore protection works-Various types of Break waters, Seawalls, Groynes- Armour units -

Hudson’s formula- Simple design of Rubble mound breakwater . Beach nourishment and

sand bypassing.

References:

1. Mani J. S., Coastal Hydrodynamics, PHI Learning Private Ltd. New Delhi.

2. Rober M. Sorensen, Basic Coastal Engineering, John Wiley & Sons, New York.

3. Coastal Engineering Manual (CEM- US Army Corps of Engineers- )

4. Ippen A. T., Estuary and Coastline Hydrodynamics, McGraw Hill, New York.

29

5. Kamphuis J. W., Introduction to Coastal Engineering and Management, Allied

Publishers, New Delhi.











Course Outcome:

After successful completion of the course, the students will be able to analyse and

design coastal structures like breakwaters, seawalls, harbour etc.

30

13.704.11 ENVIRONMENTAL SCIENCE AND MANAGEMENT (C) (Elective I)


Course Objective:

To give an awareness in the importance of environment, the effect of technology on the

environment and ecological balance and make them sensitive to the environment

problems in every professional endeavour that they participate.

Module – I

Man and environment-Environmental ethics-Interdisciplinary nature of environment-

Biosphere-Natural resources of environment- Water, land and energy- Energy resources:

growing energy needs- Renewable and nonrenewable energy sources- Use of alternate

energy sources. Global environmental issues-Green house effect-Ozone layer depletion-

Global warming-Acid rain-Deforestation.

Module – II

Ecology- Ecosystem- Types- functions- Productivity- Energy flow and food chains- Ecological

pyramids- material cycling- Hydrologic cycle- Carbon cycle- Nitrogen cycle- Phosphorous

cycle- Sulphur cycle.

Environment and Sustainable development- definition- Principles- Objectives- Importance-

Sustainable use of natural resources- threats to biodiversity- Habitat loss- Poaching of

wildlife, man, wild life conflicts- Endangered and endemic species of India.

Module – III

Waste management hierarchy- Air pollution- sources- types- effects- Air quality standards-

Water pollution – characteristics of water pollution- Water quality standards- Solid waste

management-Definition-Classification of solid waste-Sources- Benefits of pollution

prevention Population explosion and its impact on environment-Consumerism and waste

products-Climate change-Environment and human health.

Module – IV

Resource conservation- Water conservation- Needs of water conservation- Rain water

harvesting-Conservation of soil.

Applications of modern technologies-Remote sensing and GIS in environment management.

References:

1. Gilbert M. Masters, Introduction to Environmental Engineering and Science, 2nd edition, Pearson Education, 2004.

2. Bharucha Erach, Biodiversity of India, Mapin Publishing, Ahmedabad, India.

31

3. Dhameja S. K., Environmental Engineering and Management, S. K. Kataria & Sons, 2009.

4. Joseph K. and R. Nagendran, Essentials of Environmental Studies, Pearson Educations, 2004.

5. Anji Reddy M., Remote Sensing and Geographical Information System, Book Syndicate, 2000.











Course Outcome:

After successful completion of the course, the students will be able to propose any

project, or any development activity only after giving due consideration to conserve our

natural resources and minimum environmental degradation.

32

13.704.12 MODERN CONSTRUCTION MATERIALS (C) (Elective I)


Course Objective:

To introduce the conventional materials and their modern use

To expose the students to recent developments in construction materials.

Module – I

Building materials-stones, bricks, concrete masonry blocks, multi cell concrete blocks,

aerated concrete blocks. Concrete- special concretes for specific purposes like lightweight

concrete, ready mixed concrete, high performance concrete, self compacting concrete,

ferrocement and Fibre reinforced concrete.

Module – II

Recent developments in the use of glass, ceramic, plastics, asbestos, wood, adhesives, steel

and aluminium products. Polymer composites and composite materials. Decorative finishes..

Module – III

Thermal insulating Materials –Properties, products and applications. Energy Efficiency and U

Value. Acoustic insulating Materials –Properties, products and applications Water proofing

Materials and products. Bituminous materials.

Module – IV

Innovation in materials technology. Geosynthetics and its applications Sustainable

Materials. Smart Materials and composites. Construction materials from industrial waste

and recycled materials-areas of applications.

References:

1) Michel S. Mamlouk and John P. Zaniewski, Materials for Civil and Construction

Engineers, Prentice Hall.

2) L. Reed Brantley and Ruth T Brantley, Building Materials Technology, McGraw-Hill

Publishers

3) Neil Jackson and Ravindra K. Dhir, Civil Engineering Materials, Palgrave Foundations

4) Don A Watson, Construction Materials and Processes, Career Education

5) F. Young, S. Mindess, R. J. Gray and A. Bentur, The Science and Technology of Civil

Engineering Materials, Prentice Hall

6) Gandhi M. V. and B. S. Thompson, Smart Materials and Structures, Chapmann & Hall,

London

33











Course Outcome:

After successful completion of the course, the students will be able to

1. Describe the various materials used for construction of structures.

2. Decide the material most suited and economical for the construction of a

structural element.

3. Combine durability and sustainability in material selection.

34

13.705.1 PRE-STRESSED CONCRETE (C) (Elective II)


Course Objective:

To impart to students the knowledge of methods of prestressing, analysis and design of

various prestressed concrete elements under relevant codal provisions.

Module – I

Basic concepts and brief history of prestressing, advantages and limitations of prestressing,

types of prestressing, prestressing systems and devices, concrete and steel used in

prestressed concrete, losses in prestress.

Module – II

Analysis of members under flexure, shear and torsion. Design of flexural members – Type I

and Type II sections, design of end block, design for shear and torsion, detailing of

reinforcement.

Module – III

Design of one way and two way slabs, Analysis and design of continuous beams. Partial

prestressing (concept only).

Module – IV

Composite construction: Concept, types and analysis only. Circular prestressing: Analysis

and design of pipes and water tanks.

References:

1) Krishna Raju N., Prestressed Concrete, Tata McGraw Hill Company, New Delhi, 2006.

2) Mallick S. K. and A. P.Gupta, Prestressed Concrete, Oxford and IBH Publishing, 1997.

3) Rajagopalan N., Prestressed Concrete, Alpha Science, 2002.

4) Ramaswamy G. S., Modern Prestressed Concrete Design, Arnold Heinimen, New

Delhi, 1990.

5) Lin T. Y., Design of Prestressed Concrete Structures, Asia Publishing House, Bombay

1995.

6) IS 1343: 1980, Indian Standard Code of Practice for Prestressed Concrete.

7) IS 456: 2000, Indian Standard Code of Practice for Plain and Reinforced Concrete.

8) IS 3370: Part IV: 2009 Code of practice for concrete structures for the storage of

liquids.

35











Note: Use of IS 456: 2000, IS 3370: Part IV: 2009, IS 1343: 1980 and Design Tables are

permitted in the examination hall.

Course Outcome:

After successful completion of the course, the students will be able to understand and

use suitably the different concepts of prestressing and the design of various prestressed

concrete members used in practice.

36

13.705.2 MECHANICS OF COMPOSITE MATERIALS (C) (Elective II)


Course Objective:

Composite materials are finding immense application in the field of aerospace,

automobile and Civil engineering presently due to its outstanding material capability. It is

required for the present structural engineers to know the fundamentals of composite

material for designing composite structures in various fields.

Module – I

Introduction. Composite Fundamentals: Definition of composites, Objectives, constituents

and Classification of composites; structure (multilayered and multiphase); General

Characteristics of reinforcement- classification, terminology used in fibre science, Polymer

matrix composites- Thermoplastics and thermosetting resins; mechanical properties, glass

transition temperature. Structural applications of Composite Materials.

Module – II

Macro mechanical behaviour of composite lamina - Review of Basic Equations of Mechanics

and Materials and Linear Elasticity in 3D and 2-D plane stress and plane strain - Number of

elastic constants and reduction from 81 to 2 for different materials. Stress-Strain Relations

for a unidirectional and orthotropic lamina. Effective Moduli of a continuous fibre -

reinforced lamina.

Module – III

Micro Mechanical Behaviour of a Composite Lamina - Introduction, Mechanics of Materials

approach to Stiffness, Comparison of approaches to stiffness. Determination of lamina

stresses and strains. Micromechanics of Failure of unidirectional Lamina. Failure theories-

Maximum stress/strain criteria, Tsai-Hill and Tsai-Wu criterion. Hygrothermal effects on

material properties on response of composites.

Module – IV

Macro mechanical behaviour of a laminate- Classical Lamination Theory, stress-strain

variation, In-plane forces, bending and twisting moments, Effects of stacking sequence-

coupling effects, special cases of laminate stiffness. Laminate strength analysis procedure-

Failure envelopes, Progressive failure Analysis. Free-Edge inter-laminar Effects.

References:

1) Jones M. Roberts, Mechanics of Composite Materials, Taylor and Francis, 1998.

2) Reddy J. N., Mechanics of Laminated Composite Plates: Theory and Analysis, CRC

Press, 2006.

37

3) Calcote L. R., Analysis of Laminated Composite Structures, Van Nostrand, 1969.

4) Vinson J. R. and P. C.Chou, Composite Materials and Their Use in Structures, Applied

Science Publishers, London, 1975.

5) Agarwal, B.D. and L. J. Broutman, Analysis and performance of Fibre Composites, 3/e,

Wiley, 1990.











Course Outcome:

After successful completion of the course, the students will have:

An ability to identify the properties of fiber and matrix materials used in

commercial composites, as well as some common manufacturing techniques.

A basic understanding of linear elasticity with emphasis on the difference between

isotropic and anisotropic material behavior.

An ability to predict the failure strength of a laminated composite plate.

An ability to use the ideas developed in the analysis of composites

38

13.705.3 GROUND IMPROVEMENT (C) (Elective II)


Course Objective:

To introduce the various types of improvement methods of engineering properties

soils.

To introduce the application of engineering methods to ground improvement projects

To demonstrate how theoretical knowledge and observation of engineering

performance assist in rational application of ground modification procedure.

Module – I

Role of ground improvement- Drainage and Ground water lowering- Well point systems-

Electro osmotic methods- Thermal and Freezing methods..

Module – II

In situ densification- Deep compaction- Dynamic Compaction- Blasting-Sand piles-

Preloading with sand drains-Stone columns- Lime piles.

Module – III

Earth Reinforcement- Rock bolts- Cables and guniting- Geotextiles as reinforcement-

Filtration, Drainage and Erosion Control-Soil Nailing-Micropiles.

Module – IV

Grouting- Types- Rheology- Applications- Electrochemical Stabilization- Physical and

Chemical aspects of stabilization- Stabilization with cement lime etc.

References:

1. Manfred Hausmann, Ground Modification, Mc Graw Hill, New York, 1990.

2. Purushothama Raj, Ground Improvement Techniques, Laxmi Publications, New Delhi,

India, 1999.

3. Bell F.G., Foundation Engineering in Difficult Ground, Butterworth-Heinmann, 1978.

4. Frank Harris, Ground Engineering Equipments and Methods, McGraw Hill Book

Company Ltd. New York, 1983.





39







Course Outcome:

A study of the many different approaches to the ground modification broadens the

mind of any Engineer and inspires creativity and innovation in Geotechnical

Construction and related fields; Equips to make an informed decision on the tools for

the selection and the design of main interventions for the improvement for particular

situation.

40

13.705.4 GEO-ENVIRONMENTAL ENGINEERING (C) (Elective II)


Course Objective:

To impart to the students, the impact of pollution on soil properties, need for landfill and

design concepts of land fill.

Module – I

Waste Generation – source, type, quantity, characteristics and management of waste;

Geotechnical properties of solid waste - density, particle size, temperature, pH, moisture

content, compressibility, permeability, shear parameters; geotechnical reuse of waste

materials.

Module – II

Waste dump - changes occurring in waste dump, its impact on environment, remedial

measures for waste dump, engineered landfill – types, selection and ranking of landfill sites

based on sensitivity index – landfill planning-components of landfill –landfill capacity.

Module – III

Liner and cover system - compacted clay liner, geomembrane liners, geosynthetic clay liner,

required properties of liners - insitu permeability measurement of clay liners, Leachate

quality and quantity collection pipes, materials for drainage layer; leachate recirculation and

Treatment; Gas management and collection facilities.

Module – IV

Soil waste interaction; contaminant transport - advective, diffusive, dispersive and

combined process - attenuation capacity- change in engineering properties; permeability,

shear strength, Atterbergs limit, compressibility and swell. Soil remediation- soil washing,

fixation, electrokinetic remediation, biological treatment, thermal treatment and

containment.

References:

1. Datta M, Waste Disposal in Engineered Landfills, Narosa publication New Delhi,

1997.

1. Ramanatha Ayyar T. S., Soil in Relation to Environment, L B S Centre for Science and

Technology, Trivandrum, 2000.

2. Gulathi S. and M. Datta, Geotechnical Engineering, Tata McGraw Hill, 2005.

3. Sharby R., Environmental Geotechnology, Chapman and Hall London, 2000.

4. Daniel D. E, Geotechnical Practice of Waste Disposal, Chapman and Hall, London,

1993.

41

5. Bachi, Design Construction and Monitoring of Landfills, John Wiley and Sons, New

York, 1993.











Course Outcome:

After successful completion of the course, the students will be able to understand the

basic principles of the design of landfill.

42

13.705.5 GROUND WATER ENGINEERING (C) (Elective II)


Course Objective:

To provide students a quantitative understanding of the hydraulics of subsurface fluid

flow and its engineering applications.

To provide understanding about characteristics of porous media, Darcy's law of fluid

flow in porous media, ground water investigation methods etc.

Module – I

Vertical distribution of ground water. Types of geologic formations - properties of aquifer

related to storage and transmissivity of water. Steady unidirectional flow - steady flow in a

homogeneous aquifer - aquifer with recharge - Flow into infiltration galleries – problems

from steady unidirectional flow. Steady radial flow towards wells – Discharge through

confined and unconfined aquifers - Problems from steady radial flow towards wells.

Module – II

Partial differential equations governing unsteady ground water flow - unsteady radial flow

towards well. Estimation of aquifer parameters - Theis method - Jacob’s method - Chow’s

method. - Well flow near aquifer boundaries - Image well system- Law of times - Method of

images – Practical cases - Problems from estimation of aquifer parameters and well flow

near aquifer boundaries.

Module – III

Wells - Types- Design of wells - Methods of construction of tube wells - Yield of an open well

– Pumping test and recuperation test - recuperation test. Geophysical physical investigation

of ground water – different methods – surface investigation methods – electrical resistivity

method - seismic refraction method- problems from recuperation test and electrical

resistivity method.

Module – IV

Quality of ground water- Graphical representations of groundwater quality data- Pollution

of ground water - sources, distribution and evaluation of ground water pollution (Brief

description only). Seawater intrusion - Ghyben- Herzberg equation - seawater fresh water

interface – upconing - preventive measures. Radial collector wells - Artificial recharge of

groundwater - different methods. Problems from seawater intrusion.

References:

1. Todd D. K., Ground Water Hydrology, Wiley International, 1995.

43

2. Karanth K. R., Ground Water Assessment, Development and Management, Tata

McGraw Hill, 2001.

3. Garg S. P., Ground Water and Tube Wells, Oxford & IBH Publishing Company PVT

Ltd., New Delhi, 1993.

4. Herman Bouwer, Ground Water Hydrology, McGraw Hill, Tokyo, 1978.

5. Raghunath H. M., Ground Water Hydrology, 3/e, New Age International Publishers,

New Delhi, 2007.

6. Neven Kresic, Hydrogeology and Groundwater Modelling, CRC Press, Taylor &

Francis, 2007

7. Freeze R. A. and A. Cherry, Ground Water, Prentice Hall, New Jersey, 1979.

8. Rastogi A. K., Numerical Groundwater Hydrology, Penram International Publishers,

Mumbai, 2008.











Course Outcome:


Understand the occurrence and movement of groundwater through porous

media.

Apply Darcy’s Law to simple groundwater flow problems.

Design and conduct experiments, as well as to analyze and interpret data.

44

13.705.6 SOLID WASTE MANAGEMENT (C) (Elective II)


Course Objective:

To introduce the solid waste engineering principles and management issues.

To understand the legislation of solid waste management, treatment technologies

and current issues.

Module – I

Definition-Sources- Categories of Wastes- Generation rate- Measure of quantities, methods

used to generation rate, Physical and chemical composition (simple problems)- Storage of

solid waste at source- Container storage location.

Module – II

Collection-collection services-collection systems, collection routes-Need for transfer

operation. Processing techniques- Mechanical volume reduction, mechanical size reduction-

chemical volume reduction-component separation. Drying and dewatering (simple

problems), Importance of waste transformations in solid waste management, Energy

production from biological conversion products.

Module – III

Disposal of solid waste; Sanitary landfill-area method, trench method- Landfill

classifications, types and methods- Landfill siting considerations- advantages and

disadvantages. Incineration-types of incinerators- parts of an incinerator- advantages and

disadvantages. Composting-types of composting-Indore process, Bangalore process,

advantages and disadvantages.

Module – IV

Types of plastics now recycled- Major legislations- Solid waste disposal Act 1965, National

Environmental policy Act 1969, Resource Recovery Act 1970, Resource Conservation and

Recovery Act 1976, Public Utility Regulations and Policy Act 1981.

References:

1. George Tchobanoglous, Hilary Theisen, Samuel Vigil Integrated Solid Waste

Management, McGraw Hill, New York.

2. Aarne Vesilend P., William Worrell, Debra Reinhart, Solid Waste Engineering,

Cengage Learning India Pvt. Ltd.

3. George Tchobanoglous, Frank Kreith et al, Handbook of Solid Waste Management,

McGraw Hill, New York.

4. David A. Cornwell and Mackenzie L. Davis, Introduction to Environmental

45

Engineering, McGraw Hill.

5. Robert A. Corbitt, Handbook of Environmental Engineering, McGraw Hill.











Course Outcome:

After successful completion of the course, the students will be able to develop

appropriate solid waste management strategies to meet local needs.

46

13.705.7 TRANSPORTATION PLANNING (C) (Elective II)


Course Objective:

To introduce the role of planning in analysing and modelling travel demand.

To understand the stages involved in the Urban Transportation Planning process.

To study the principle of land use transport interaction models, it’s mathematical

formulation and solution.

Module – I

Systems approach to urban transportation planning concepts; flow chart for transportation Travel demand concepts, Data needs for planning process, Use of secondary data. Definition

of the study area. Cordon line, screen line, Zoning, sample size determination, Data

collection techniques. O-D surveys.

Module – II

Travel demand estimation; Trip generation analysis-Aggregate analysis, dis-aggregate

analysis, Regression analysis. Types of regression models-linear, non-linear, multiple

regression models. Category analysis. Trip distribution analysis. Growth models- Fratar and

Furness models. Various forms of the gravity models. Opportunity models- Intervening

opportunity and competing opportunity models.

Module – III

Modal split analysis, Modelling travel behaviour. Aggregate and Dis-aggregate Models,

Probabilistic models- probit and logit models. Trip assignment models. Minimum path

assignment. All or nothing assignment, Equilibrium assignment, Capacity restrained

assignment, Multiple path assignment. Diversion curves.

Module – IV

Landuse-transport models. Lowry model. Lowry Garin model. Iterative solutions.

Introduction to some transportation planning softwares.

References:

1) Bruton M. J., Introduction to Transportation Planning, Hutchinson, London.

2) Dickey J. W., Metropolitan Transportation Planning, McGraw Hill, New York.

3) Hutchinson B. G., Principles of Urban Transportation Planning, McGraw Hill, New

York.

4) Meyer D. Michael and Miller Eric J,, Urban Transportation Planning: A Decision-

Oriented Approach, McGraw Hill.

5) Partha Chakroborty, Principles of Transportation Engineering, Prentice-Hall.

47

6) Kadiyali L. R., Traffic Engineering and Transport Planning, Khanna Publishers, New

Delhi.

7) Nicholas J. Garber and Lester A. Hoel, Principles of Traffic and Highway

Engineering, Cengage Learning Pvt. Ltd, New Delhi, 2012.











Course Outcome:


Understand the various transportation planning concepts

Understand four step modelling concept in Urban Transportation Planning.

Familiarise the mathematical travel demand model development, concepts and its solutions.

48

13.705.8 ADVANCED COMPUTATIONAL METHODS (C) (Elective II)


Course Objective:

To provide an insight to the numerous numerical techniques available for the simulation and solution of many physical problems in the Civil Engineering field.

To give exposure to programming in numerical methods, which may help them

during higher studies.

Module – I

Errors in numerical computation – System of linear algebraic equations –Ill-conditioned systems – Symmetric and Banded systems – Elimination method – Factorization method – Choleski’s method. System of non linear equations – Newton-Raphson Method.

Eigen value problems – Power method – Jacobi Method – Practical examples.

Module – II

Data smoothing by least squares criterion – parabolic and non-polynomial models like exponential model and power equation – Multiple linear regression method.

Lagrangean and Hermitian interpolation – Quadratic splines - cubic splines (Examples with equal intervals only).

Module – III

Solution of first-order ordinary differential equations by use of Taylor series – Euler’s method and its modifications – Runge-Kutta method – Predictor-corrector methods – Milne’s method – Stability of solution.

Higher order equations of initial value type by Runge-Kutta method.

Ordinary differential equations of the boundary value type – Finite difference solution.

Module – IV

Partial differential equations in two-dimension – Parabolic equations – Explicit finite difference method – Crank-Nicholson implicit method.

Elliptic equations – Finite difference method –- Problems with irregular boundaries.

Weighted residual methods for initial value problems and boundary value problems –

Collocation method – Subdomain method – Method of least squares – Galerkin’s method.

Note: Importance must be given to structural engineering problems wherever possible. Assignments must be computer oriented.

References:

1. Gerald and Wheatly, Applied Numerical Analysis, Pearson Education.

49

2. Chapra S. C. and R. P. Canale, Numerical Methods for Engineers, McGraw Hill, 2006.

3. Smith G. D. Numerical solutions for Differential Equations, McGraw Hill.

4. Ketter and Prawel, Modern Methods for Engineering Computations, McGraw Hill.

5. Rajasekharan S., Numerical Methods in Science and Engineering, S Chand & Company,

2003.

6. Rajasekharan S., Numerical Methods for Initial and Boundary value problems, Khanna

Publishers, 1989.

7. Terrence. J. Akai, Applied Numerical Methods for Engineers, Wiley Publishers, 1994.

8. Grewal B. S., Numerical Methods for Engineers & Scientists, Khanna Publishers.











Course Outcome:

The students after undergoing this course will be able to

demonstrate various methods available for scientific computations.

obtain numerical solutions of ordinary and partial differential equations.

apply appropriate numerical techniques for the solution of civil engineering problems.

50

13.705.9 OPTIMIZATION TECHNIQUES IN ENGINEERING (C) (Elective II)


Course Objective:

To develop the ability to formulate the real field engineering problems in an optimization framework.

To develop the ability to use optimization techniques for real life applications.

Module – I

Optimization - steps in optimization problem solving, basic terminologies, concavity and

convexity of mathematical functions, types of optimization problems.

Formulation of different types of optimization problems-minimum weight design of beams,

columns, trusses and frames, water quality modeling, minimum cost design of irrigation

canals.

Module – II

Solution of optimization problems- Single variable unconstrained optimization techniques-

one dimensional minimization. Elimination methods-Interval halving, Fibonacci search and

Golden section methods.

Solution of multivariable unconstrained problems. Solution of multivariable constrained

problems-Lagrange multiplier method. Direct search methods-conceptual ideas of random

search method and grid search method. Univariate Method, Pattern search method-

Powell’s method.

Module – III

Gradient based methods- steepest descent method, Fletcher Reeves method, Newton

method, Quasi Newton method- BFGS method.

Conceptual ideas of (No problems) Reliability based optimization, Constraint handling-

Penalty function approach, Multi-objective optimization, dynamic programming and

Bellman’s principle of optimality etc.

Module – IV

Linear programming (LP)-two phase solution of Simplex method, Duality of LP problems,

Integer programming- Gomory’s cutting plane method. Geometric programming- minimum

weight design of trusses.

References:

1. Rao S. S., Engineering Optimization – Theory and Practice, New Age International.

2. Deb K., Optimization for Engineering Design–Algorithms and Examples, Prentice Hall.

51

3. Kirsch U., Optimum Structural Design, McGraw Hill.

4. Arora J. S., Introduction to Optimum Design, McGraw Hill

5. Haftka R. T. and Z. Gurdal, Elements of structural Optimization, Springer.

6. Fox R L., Optimization Methods for Engineering Design, Wiley Interscience.

7. Belegundu and Chandrapatla, Optimization Concepts and Applications in

Engineering, Prentice Hall India Ltd.

8. Taha H. A., Introduction to Operations Research, Prentice Hall, New Jersey.




survey, seminar, term-project etc. At least one assignment should be computer

oriented. One assignment can be to create general awareness of search based

algorithms for engineering problem solving.







Note: Questions with more than two variables should not be asked from Module II and Module III

Course Outcome:


Describe the basic concepts of optimization

Formulate the optimization models for real field engineering problems

Select and apply appropriate method for solving real life problems.

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13.705.10 DESIGN OF OFFSHORE STRUCTURES (C) (Elective II)


Course Objective:

To impart basic knowledge in civil engineering aspects of offshore structures.

To familiarize the students in the areas of design aspects of offshore structures.

Module – I

Loads on Offshore Structures: Wind Loads; Wave and Current Loads; Calculation based on

Maximum base Shear and Overturning Moments; Design Wave heights and Spectral

Definition; Hydrodynamic Coefficients and Marine growth; Fatigue Load Definition and Joint

Probability distribution; Seismic Loads.

Different types of ocean structures and systems - Gravity, fixed, floating semi submersibles,

compliant structure-Tension legged platform and guyed tower.

Module – II

Design of fixed offshore Jacket Platform-Steps in design. Environmental load calculation

(wind, wave, current and tidal) and design parameters. Problems on checking the sufficiency

of tubular members under different loading conditions in conformity with the API-Code.

Tubular Joints-different types. Analysis of Joints, Stress concentration factor, fatigue failure-

SN curves.

Module – III

Basic principles of design of concrete offshore platforms - Jack up platforms, Wave forces on

large structures-Froude-Krylov Forces-General theory. Design of compliant structures forces

& bending moments in floating platforms Design principles of - Tension leg platform Sizing

and mechanics –weight estimate of TLP.

Module – IV

Mechanics of mooring lines-steady state forces in mooring line due to current. Equation of

static equilibrium. Integration of equilibrium equations –heavy and short cables-neutrally

buoyant cables, Profile of cable line under all forces considered- Critical angle. Sub sea

pipeline-pipeline safety .Design Process –internal pressure-external pressure. On bottom

stability-objective- static analysis. Laying Pipe line - different methods.

References:

1. Thomas H. Dawson, Offshore structural Engineering.

2. Subrata K. Chakrabarti, Wave Hydrodynamics, Prentice Hall Inc. Englewood Cliffs,

N.J. 1983.

53

3. Subrata K. Chakrabarti, Hand book of Offshore Engineering (Vol. I & II). Elsevier

Science, 2005.

4. Hsu Teng H., Applied Ofshore Structural Engineering, Gulf Publishing Company Book

Division, Houston, Texas, 1984.

5. Henri O. Berteaux, Buoy Engineering, Umi Research Pr., 1976.

6. George A. Antaki, Piping and Pipeline Engineering, CRC Press, 2003.











Note: No charts, tables, codes are permitted in the Examination hall. If necessary the

same shall be given along with the question paper by the question paper setter.

Course Outcome:


Understand the effects of various forces acting on offshore structures.

Plan and design offshore structures.

54

13.705.11 TRANSPORTATION SYSTEM MANAGEMENT (C) (Elective II)


Course Objective:

To gain an understanding of the basic principles of planning transport systems.

To provide an understanding of the principles of urban transport and the

requirements of an efficient transport system.

Module – I

Transportation System Management-objectives and scope-Need for TSM, TSM Process

outline, TSM Strategies –Performance Measures.

Traffic Operations Improvement: On-street parking ban, one-way streets, reversible lanes,

traffic calming, Right turn phase, right turn lanes, reroute turning traffic, Auto Restricted

Zones-Traffic Diverters.

Module – II

Study of TSM actions with respect to problems addressed, conditions for applications, potential implementation problems, evaluation & impact analysis- park and ride, Ridesharing, exclusive lanes, priority at ramp terminals, bus transfer stations, limited and skip-stop bus services, Public transportation & HOV treatment.

Module – III

Demand Management: Staggered work hours, flexible work hours, high peak period tolls,

shuttle services, circulation services, extended routes.

Local Area Traffic Management-Data Requirements-pedestrian Facilities-Planning for

pedestrians, Bicycle Facilities-Design .Non Motorized Transport: pedestrian only streets, Dial

a ride for elderly & handicapped.

Module – IV

Parking Management: Benefits of good parking management, curb parking, off street

parking, Parking supply and demand, Parking and Terminal Facilities.

References:

1 Arlington D., Transportation System Management in 1980: State of the Art and

Future Directions, Transportation Research Board, 1980.

2 Institute of Transportation Engineers, Transportation and Traffic Engineering Hand

Book, Prentice Hall, 1982.

3 Garber N. J. and L. A. Hoel, Traffic and Highway Engineering, Cengage Learning,

2014.

55

4 Khisty C. J. and B. K. Lall, Transportation Engineering - An Introduction, Prentice Hall,

2003.











Note: No charts, tables, codes are permitted in the Examination hall .If necessary relevant


Course Outcome:

After successful completion of this course, the students will be able to apply an array of

planning management techniques for improving transport efficiency in a city and solving

problems such as congestionto demonstrate various methods available for scientific

computations.

56

13.706 ENVIRONMENTAL ENGINEERING LAB (C)


Course Objective :

To get an idea of sampling and preservation of water samples.

To make an awareness on the importance of drinking water standards and its

specified limits.

To get the practical experience in analysis of water samples.

Pre requisites: 13.502 Environmental Engineering I (C)


Analysis of water for any eight of the following:

1. pH, Turbidity

2. Hardness

3. Acidity

4. Alkalinity

5. Residual Chlorine

6. Chlorides

7. Dissolved Oxygen

8. Total Solids

9. a) Sulphates

b) Sulphides

10. Iron

11. Jar Test


40% - Test







57



20% - Viva voce


examiner.

Course Outcome:


Characterize the water sample

Identify the importance of drinking water standards and their permissible limits.

58

13.707 GEOTECHNICAL ENGINEERING LAB (C)


Course Objective :

To achieve practical experience in testing of soils.

To get familiar with standard quality laboratory testing procedures for determining

the basic properties and engineering behavior of soil.

Pre requisites: 13.504 Geotechnical Engineering I (C)


1. Determination of Specific Gravity

Pycnometer Method

2. Determination of Field Density and Void Ratio

Sand Replacement Method

Core Cutter Method

3. Particle Size Determination

Sieve Analysis

Hydrometer Analysis

4. Consistency(Atterberg ) Limits Determination

Liquid Limit Test

Plastic Limit Test

Shrinkage Limit Test

5. Permeability Determination

Constant Head Permeameter Test

Variable Head Permeameter Test

6. Shear Strength Determination

Unconfined Compression Test

Direct Shear Test

Triaxial Compression (UU) Test (Demonstration only)

7. Consolidation Test

8. Compaction Test

Standard Proctor Compaction Test

Note: The relevant IS Codes on methods of testing should be adopted for the above tests.

Reference: 1. Ranjan G. and A. S. R. Rao, Basic and Applied Soil Mechanics, New Age International.

2. Arora K. R., Geotechnical Engineering, Standard Publishers

59


40% - Test









20% - Viva voce


examiner.

Course Outcome:


Determine the basic and engineering properties of soils relevant to field application

Analyse and document the results.

60

13. 708 SEMINAR, SURVEY CAMP & INDUSTRIAL VISITS (C)


Course Objective :

The seminar provides students adequate exposure to public presentations to improve

their communication skills.

Industrial visits expose the students to real-life industrial situations and research

activities.

Survey camp helps the students to improve their ability to perform as an individual as

well as a team member in completing a project work.

(a) SEMINAR

Each student is required to present a seminar on a topic of current relevance in Civil

Engineering and other related areas of current importance. They are expected to refer

research and review papers from standard journals like ASCE, IEI, ELSEVIER, etc. Each

student shall give a power point presentation of 15 minutes duration on his/her seminar

topic in an audience of students and staff members from the department.

Students from lower semesters may also attend the seminar presentation. The seminar

presentation shall be assessed by a panel consisting of the Head of the Department, seminar

coordinator, and 2/3 faculty members. The Head of the Department shall be the chairman

of the panel.

Each student should also prepare a well-documented report on the seminar topic as per the

format and submit to the department at the time of his/her seminar presentation. While

preparing the report, at least three cross references must be used. The seminar report must

not be the reproduction of the original report.

(b) (i) SURVEY CAMP &

Survey Camp should be completed before the commencement of 7th semester. The

minimum duration of the survey camp should be one week. The use of total station and

GPS is compulsory for survey work.

(ii) INDUSTRIAL VISITS

Students have to visit at least three industries/ research institutes relevant to civil

engineering as part of industrial training to understand the processes/activities.

A report of the same should be submitted at the end of 7th semester and evaluation should

be based on this report. A certified report on industrial visits should be available with the

student for Project and Viva voce at the end of Eighth semester.

61


40% - Seminar

30% - Survey Camp and report

30% - Industrial Visits and report

Course Outcome:

This course shall provide students better communication skills, exposure to working

of industries and improve their leadership quality as well as the ability to work in

groups, and thus aid them in building a successful career as a civil engineer

Documents

B. TECH. DEGREE COURSE (2013 SCHEME) - TKM …tkmce.ac.in/wp-content/uploads/2016/01/civil-engg-2013.pdf · B. TECH. DEGREE COURSE (2013 SCHEME) SYLLABUS FOR III SEMESTER CIVIL ENGINEERING