18
Slide 1 of 18 Revised 01/2015 14.330 SOIL MECHANICS Geology FUNDAMENTALS OF ENGINEERING (FE) EXAM CALCULATOR POLICY (AS OF 01/22/14) http://ncees.org/exams/calculator-policy/ Casio: All fx-115 models. Examples of acceptable Casio fx-115 models include (but are not limited to): fx-115 MS fx-115 MS Plus fx-115 MS SR fx-115 ES Hewlett Packard: The HP 33s and HP 35s models, but no others. Texas Instruments: All TI-30X and TI-36X models. Examples of acceptable TI calculators include (but are not limited to): • TI-30Xa TI-30Xa SOLAR TI-30X IIB TI-30X IIS TI-36X II TI-36X SOLAR FX-115ES FX-115MSPlus HP 33s TI-30Xa SOLAR TI-36X SOLAR

14.330 SOIL MECHANICS Geology FUNDAMENTALS OF ENGINEERING ...faculty.uml.edu/.../14.330/documents/14.330Geology.pdf · Revised 01/2015 Slide 5 of 18 14.330 SOIL MECHANICS Geology

  • Upload
    others

  • View
    5

  • Download
    2

Embed Size (px)

Citation preview

Page 1: 14.330 SOIL MECHANICS Geology FUNDAMENTALS OF ENGINEERING ...faculty.uml.edu/.../14.330/documents/14.330Geology.pdf · Revised 01/2015 Slide 5 of 18 14.330 SOIL MECHANICS Geology

Slide 1 of 18Revised 01/2015

14.330 SOIL MECHANICS

Geology

FUNDAMENTALS OF ENGINEERING (FE)EXAM CALCULATOR POLICY (AS OF 01/22/14)

http://ncees.org/exams/calculator-policy/

Casio: All fx-115 models. Examples of acceptable Casio fx-115

models include (but are not limited to):• fx-115 MS

• fx-115 MS Plus

• fx-115 MS SR

• fx-115 ES

Hewlett Packard: The HP 33s and HP 35s models, but no others.

Texas Instruments: All TI-30X and TI-36X models. Examples of

acceptable TI calculators include (but are not limited to):• TI-30Xa

• TI-30Xa SOLAR

• TI-30X IIB

• TI-30X IIS

• TI-36X II

• TI-36X SOLAR

FX-115ES FX-115MSPlus HP 33s

TI-30Xa SOLAR TI-36X SOLAR

Page 2: 14.330 SOIL MECHANICS Geology FUNDAMENTALS OF ENGINEERING ...faculty.uml.edu/.../14.330/documents/14.330Geology.pdf · Revised 01/2015 Slide 5 of 18 14.330 SOIL MECHANICS Geology

Slide 2 of 18Revised 01/2015

14.330 SOIL MECHANICS

Geology

NATURAL SOIL DEPOSITS

Soils are produced by weathering of rock.

Weathering is the physical or chemical breakdown of rock.

Physical Processes:- Unloading- Frost Action- Organism Growth- Crystal Growth- Abrasion

Chemical Processes:- Oxidation- Hydration- Hydrolysis- Carbonation- Solution

after FM 5-410 Military Soils Engineering

Page 3: 14.330 SOIL MECHANICS Geology FUNDAMENTALS OF ENGINEERING ...faculty.uml.edu/.../14.330/documents/14.330Geology.pdf · Revised 01/2015 Slide 5 of 18 14.330 SOIL MECHANICS Geology

Slide 3 of 18Revised 01/2015

14.330 SOIL MECHANICS

Geology

• Igneous Rocks• Granite > silty sands

• Basalts > clayey soils

• Sedimentary Rocks• Shales > clays and silts

• Sandstones > sandy soil

• Limestone > coarse or fine grained soils

• Metamorphic Rocks• Gneiss > silty sands

• Slate > clayey soils

• Marble > fine grained soils• Quartzite > coarse grained soils

ROCK-SOIL RELATIONSHIPS

Page 4: 14.330 SOIL MECHANICS Geology FUNDAMENTALS OF ENGINEERING ...faculty.uml.edu/.../14.330/documents/14.330Geology.pdf · Revised 01/2015 Slide 5 of 18 14.330 SOIL MECHANICS Geology

Slide 4 of 18Revised 01/2015

14.330 SOIL MECHANICS

Geology

SOIL FORMATION METHODS

Two Main Groups

Residual Soils Transported SoilsRock material weathered in place

via mechanical and chemical

processes (chemical usually

dominant factor).

As a result of this process, and

because the rock material may

have an assorted mineral structure,

the upper layers of soils are usually

fine-grained and relatively

impervious to water.

Example: Piedmont (Eastern US).

Soils transported from place of

origin via three main processes:

1. Water

2. Glacial

3. Air

Most soils are transported soils.

Example: Cape Cod.

after FM 5-410 Military Soils Engineering

Page 5: 14.330 SOIL MECHANICS Geology FUNDAMENTALS OF ENGINEERING ...faculty.uml.edu/.../14.330/documents/14.330Geology.pdf · Revised 01/2015 Slide 5 of 18 14.330 SOIL MECHANICS Geology

Slide 5 of 18Revised 01/2015

14.330 SOIL MECHANICS

Geology

RESIDUAL SOILSTYPICAL WEATHERING PROFILES

(a) Mudstone, Shale,and Slate

(b) Gneiss and Schist (c) Granite to Gabbro;

from Sowers, G.F. 1988. Foundation problems in residual soils. Proceedings, Engineering Problems of Regional Soils: 154- 171. Beijing, China and Sowers, G.F. (1994). "Residual soil settlement related to the weathering profile." Vertical and Horizontal Deformations of

Foundations and Embankments, ASCE GSP 40, 1689-1702.

Page 6: 14.330 SOIL MECHANICS Geology FUNDAMENTALS OF ENGINEERING ...faculty.uml.edu/.../14.330/documents/14.330Geology.pdf · Revised 01/2015 Slide 5 of 18 14.330 SOIL MECHANICS Geology

Slide 6 of 18Revised 01/2015

14.330 SOIL MECHANICS

Geology

(a) Metamorphic Rocks (b) Intrusive Igneous Rocks ZONE ZONE

Colluvium of other transported soils;

“pebble marker”

common here IA A horizon

IB B horizon

IC C horizon

(Saprolite)

IIA Transition

from

Saprolite to

Weathered

Rock

IIB Partly

Weathered

Rock

III Unweathered

Rock

II Weathered

Rock

I Residual

Soil

III

IIB

IIA

IC

IB

IA

Colluvium etc.

Figure 3-2. from NHI-06-088 (after Deere and Patton, 1971).

RESIDUAL SOILSTYPICAL WEATHERING PROFILES

Page 7: 14.330 SOIL MECHANICS Geology FUNDAMENTALS OF ENGINEERING ...faculty.uml.edu/.../14.330/documents/14.330Geology.pdf · Revised 01/2015 Slide 5 of 18 14.330 SOIL MECHANICS Geology

Slide 7 of 18Revised 01/2015

14.330 SOIL MECHANICS

Geology

Covers ~1/3 of SC and NC.

Eastern Border ofProvince called Fall Line

“Georgia Red Clay” – Residual Soil

Figure from Finke, K.A., Mayne, P.W. & Klopp, R.A. (2001). Piezocone penetration testing in

Atlantic Piedmont residuum. Journal of Geotechnical & Geoenvironmental Engineering 127 (1).

RESIDUAL SOILSPIEDMONT PROVINCE

Page 8: 14.330 SOIL MECHANICS Geology FUNDAMENTALS OF ENGINEERING ...faculty.uml.edu/.../14.330/documents/14.330Geology.pdf · Revised 01/2015 Slide 5 of 18 14.330 SOIL MECHANICS Geology

Slide 8 of 18Revised 01/2015

14.330 SOIL MECHANICS

Geology

TRANSPORTED SOILS DEFINITIONS

Glacial Soils: formed by transportation and deposition of

glaciers.

Alluvial Soils: transported by running water and deposited

along streams.

Lacustrine Soils: formed by deposition in quiet lakes.

Marine Soils: formed by deposition in seas/oceans.

Aeolian Soils: transported and deposited by the wind.

Colluvial Soils: formed by movement of soil from its original

place by gravity (e.g. landslides).

from Das, B.M. (1998). Principles of Geotechnical Engineering, 4th edition, PWS Publishing Company.

Page 9: 14.330 SOIL MECHANICS Geology FUNDAMENTALS OF ENGINEERING ...faculty.uml.edu/.../14.330/documents/14.330Geology.pdf · Revised 01/2015 Slide 5 of 18 14.330 SOIL MECHANICS Geology

Slide 9 of 18Revised 01/2015

14.330 SOIL MECHANICS

Geology

TRANSPORTED SOILSMeander and

Erosion along

Rivers

Meander

Development &

Cutoff

from FM 5-410 Military Soils Engineering

Page 10: 14.330 SOIL MECHANICS Geology FUNDAMENTALS OF ENGINEERING ...faculty.uml.edu/.../14.330/documents/14.330Geology.pdf · Revised 01/2015 Slide 5 of 18 14.330 SOIL MECHANICS Geology

Slide 10 of 18Revised 01/2015

14.330 SOIL MECHANICS

Geology

from FM 5-410 Military Soils Engineering

Oxbow Lake Deposits

TRANSPORTED SOILS

Page 11: 14.330 SOIL MECHANICS Geology FUNDAMENTALS OF ENGINEERING ...faculty.uml.edu/.../14.330/documents/14.330Geology.pdf · Revised 01/2015 Slide 5 of 18 14.330 SOIL MECHANICS Geology

Slide 11 of 18Revised 01/2015

14.330 SOIL MECHANICS

Geology

Map courtesy of Google.com

Oxbow Lake

Example

Northampton, MA

TRANSPORTED

SOILS

Page 12: 14.330 SOIL MECHANICS Geology FUNDAMENTALS OF ENGINEERING ...faculty.uml.edu/.../14.330/documents/14.330Geology.pdf · Revised 01/2015 Slide 5 of 18 14.330 SOIL MECHANICS Geology

Slide 12 of 18Revised 01/2015

14.330 SOIL MECHANICS

Geology

from FM 5-410 Military Soils Engineering

Major Floodplain Features

TRANSPORTED SOILS

Page 13: 14.330 SOIL MECHANICS Geology FUNDAMENTALS OF ENGINEERING ...faculty.uml.edu/.../14.330/documents/14.330Geology.pdf · Revised 01/2015 Slide 5 of 18 14.330 SOIL MECHANICS Geology

Slide 13 of 18Revised 01/2015

14.330 SOIL MECHANICS

Geology

NEW ENGLAND

GEOLOGY

Page 14: 14.330 SOIL MECHANICS Geology FUNDAMENTALS OF ENGINEERING ...faculty.uml.edu/.../14.330/documents/14.330Geology.pdf · Revised 01/2015 Slide 5 of 18 14.330 SOIL MECHANICS Geology

Slide 14 of 18Revised 01/2015

14.330 SOIL MECHANICS

Geology

NEW ENGLAND GEOLOGY

Page 15: 14.330 SOIL MECHANICS Geology FUNDAMENTALS OF ENGINEERING ...faculty.uml.edu/.../14.330/documents/14.330Geology.pdf · Revised 01/2015 Slide 5 of 18 14.330 SOIL MECHANICS Geology

Slide 15 of 18Revised 01/2015

14.330 SOIL MECHANICS

Geology

NEW ENGLAND GEOLOGY

Page 16: 14.330 SOIL MECHANICS Geology FUNDAMENTALS OF ENGINEERING ...faculty.uml.edu/.../14.330/documents/14.330Geology.pdf · Revised 01/2015 Slide 5 of 18 14.330 SOIL MECHANICS Geology

Slide 16 of 18Revised 01/2015

14.330 SOIL MECHANICS

Geology

NEW ENGLAND GEOLOGY

Page 17: 14.330 SOIL MECHANICS Geology FUNDAMENTALS OF ENGINEERING ...faculty.uml.edu/.../14.330/documents/14.330Geology.pdf · Revised 01/2015 Slide 5 of 18 14.330 SOIL MECHANICS Geology

Slide 17 of 18Revised 01/2015

14.330 SOIL MECHANICS

Geology

Surficial Geologic Map of the Ashby-Lowell-

Sterling-Billerica11-Quadrangle Area

(Stone and Stone, 2007)

NEW ENGLAND

GEOLOGY

Page 18: 14.330 SOIL MECHANICS Geology FUNDAMENTALS OF ENGINEERING ...faculty.uml.edu/.../14.330/documents/14.330Geology.pdf · Revised 01/2015 Slide 5 of 18 14.330 SOIL MECHANICS Geology

Slide 18 of 18Revised 01/2015

14.330 SOIL MECHANICS

Geology