8/17/2019 CE6405 Soil Mechanics Ass -II.docx

1/2

UNIVERSITY COLLEGE OF ENGINEERING, TINDIVANAM

Department of Civil Enineerin

 

ASSESSMENT TEST ! II

Date" #$%#&%'(  D)ration" *# min+ Ma%" $# Mar-+

  CE($ SOIL MEC.ANICS

  /ART ! A 0$ 1 2'#3 

An+4er all t5e 6)e+tion+

1. Define: Normally Consolidated Clay. (2)

2. Define: Pressure Bulb with Neat Sketh. (2)

!. Define: "sobar. (2)

#. $rite a short note on Stress %istory. (2)

&. Distin'uish between Primary and Seondary Consolidation. (2)

UNIVERSITY COLLEGE OF ENGINEERING, TINDIVANAM

Department of Civil Enineerin

 

ASSESSMENT TEST ! II

Date" #&%#&%'(  D)ration" *# min+ Ma%" $# Mar-+

  CE($ SOIL MEC.ANICS

  /ART ! A 0$ 1 2'#3 

An+4er all t5e 6)e+tion+

1. Define: Normally Consolidated Clay. (2)

2. Define: Pressure Bulb with Neat Sketh. (2)

!. Define: "sobar. (2)

#. $rite a short note on Stress %istory. (2)

&. Distin'uish between Primary and Seondary Consolidation. (2)

 

8/17/2019 CE6405 Soil Mechanics Ass -II.docx

2/2

 

/ART ! 7 0& 8 '# 2

  An+4er an9 Fo)r 6)e+tion+

1. $rite a note on ertial Stress Distribution for all the Cases with Neat Sketh. (1)

2. Deri*e the +ormulae for +allin' %ead Permeability ,est with Neat Sketh. (1)

!. Disuss about the Pro-erties of +low Net and its --liation in Detail. (1)

#. Define the +ollowin' ,erms:

(i) Com-ressibility "nde/ (ii) See-a'e (iii) Permeability (i*) "mmediate Settlement (*)

0ffeti*e Pressure. (1)

&. 0/-lain the followin' ,erms:

(i) uik Sand Condition (ii) Consolidation (iii) Com-ressibility (i*) 0/it radient

(*)Ca-illary 3ise. (1)

/ART ! 7 0& 8 '# 2

  An+4er an9 Fo)r 6)e+tion+

1. $rite a note on ertial Stress Distribution for all the Cases with Neat Sketh. (1)

2. Deri*e the +ormulae for +allin' %ead Permeability ,est with Neat Sketh. (1)

!. Disuss about the Pro-erties of +low Net and its --liation in Detail. (1)

#. Define the +ollowin' ,erms:

(ii) Com-ressibility "nde/ (ii) See-a'e (iii) Permeability (i*) "mmediate Settlement (*)

0ffeti*e Pressure. (1)

&. 0/-lain the followin' ,erms:

(ii) uik Sand Condition (ii) Consolidation (iii) Com-ressibility (i*) 0/it radient

(*)Ca-illary 3ise. (1)