97) If the shearing stress is zero on two planes, then the angle between the two planes is

45°

90°

135°

225°

Answer is:

90°

Geotechnical Engineering MCQ with Answers

For more MCQ's Click Here

98) In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on

horizontal plane only

vertical plane only

both horizontal and vertical planes

all planes except horizontal and vertical planes

Answer is:

all planes except horizontal and vertical planes

99) In a triaxial compression test when drainage is allowed during the first stage (i. e. application of cell pressure) only and not during the second stage (i.e. application of deviator stress at constant cell pressure), the test is known as

consolidated drained test

consolidated undrained test

unconsolidated drained test

unconsolidated undrained test

Answer is:

consolidated undrained test

100) During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm2 to 0.26 N/mm2, the pore water pressure increases from 0.07 N/mm2 to 0.15 ″N/mm2. Skempton′s pore pressure parameter B is

0.5

-0.5

-2

Answer is:

0.5

101) Sensitivity of a soil can be defined as

percentage of volume change of soil under saturated condition

ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state

ratio of volume of voids to volume of solids

none of the above

Answer is:

ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state

Geotechnical Engineering MCQ with Answers

For more MCQ's Click Here

97) If the shearing stress is zero on two planes, then the angle between the two planes is

90°

Geotechnical Engineering MCQ with Answers

Related Geotechnical Engineering MCQ with Answers

98) In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on

all planes except horizontal and vertical planes

99) In a triaxial compression test when drainage is allowed during the first stage (i. e. application of cell pressure) only and not during the second stage (i.e. application of deviator stress at constant cell pressure), the test is known as

consolidated undrained test

100) During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm2 to 0.26 N/mm2, the pore water pressure increases from 0.07 N/mm2 to 0.15 ″N/mm2. Skempton′s pore pressure parameter B is

0.5

101) Sensitivity of a soil can be defined as

ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state

Geotechnical Engineering MCQ with Answers