1.  Decreases with the void ratio for a given plasticity index

2.  Increases with the plasticity index for a given void ratio

3.  Increases with shear strength for a given clay content

4.  All of the above.

4
Correct Answer :

Increases with shear strength for a given clay content


Explanation :
No Explanation available for this question

1.  2400Ipm

2.  2000Ipm

3.  1200Ipm

4.  1000Ipm

4
Correct Answer :

2400Ipm


Explanation :
No Explanation available for this question

1.  Ferroin and dark blue

2.  Ferroin and wine red

3.  Eriochrome Black T and dark blue

4.  Eriochrome Black T and wine red

4
Correct Answer :

Eriochrome Black T and wine red


Explanation :
No Explanation available for this question

1.  Halved

2.  Doubled

3.  Increased 4 times

4.  No change

4
Correct Answer :

Doubled


Explanation :
No Explanation available for this question

1.  The load test should be abandoned

2.  The pit is considered unsafe

3.  Test should be conducted with complete de-watering continuously throughout the test

4.  The bearing capacity of soil cannot be determined in this condition

4
Correct Answer :

Test should be conducted with complete de-watering continuously throughout the test


Explanation :
No Explanation available for this question

1.  81.585kN/m length of wall

2.  91.585kN/m length of wall

3.  40.743kN/m2

4.  8.158kN/m2

4
Correct Answer :

81.585kN/m length of wall


Explanation :
No Explanation available for this question

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