Explore topic-wise MCQs in Geotechnical Engineering.

This section includes 10 Mcqs, each offering curated multiple-choice questions to sharpen your Geotechnical Engineering knowledge and support exam preparation. Choose a topic below to get started.

1.

What will be the coefficient of earth pressure at rest for a rigid retaining wall, If the backfill consists of cohesion less soil having = 26 ?

A. 0.1295
B. 0.6552
C. 0.5616
D. 0.7383
Answer» D. 0.7383
2.

The expression for K0 as given by Jacky is ___________

A. K0 = 1 sin
B. K0 = sin
C. K0 = 1 cos
D. K0 = 1 + sin
Answer» B. K0 = sin
3.

The value of K0(coefficient of earth pressure at rest) for loose sand is __________

A. 0.6
B. 0.5
C. 0.4
D. 0.8
Answer» D. 0.8
4.

The earth pressure at rest exerted on a retaining structure can be calculated using __________

A. Theory of plasticity
B. Theory of elasticity
C. Mohr s theory of rupture
D. None of the mentioned
Answer» C. Mohr s theory of rupture
5.

If the sand filled behind the retaining wall with saturated water with water, then the possible lateral pressure is __________

A. Lateral pressure due to submerged weight and Lateral pressure due to water
B. Lateral pressure due to retaining wall
C. None of the mentioned
D. All of the mentioned
Answer» B. Lateral pressure due to retaining wall
6.

The factor that is responsible for inclination of resultant pressure to the retaining wall is __________

A. Frictional force
B. Surcharge
C. Earth pressure
D. Weight of the wall
Answer» B. Surcharge
7.

Which of the following cases for cohesion less backfill in Rankine s theory is considered?

A. Submerged backfill
B. Moist backfill with no surcharge
C. Backfill with sloping surface
D. All of the mentioned
Answer» E.
8.

Based on the assumptions of Rankine s theory, the soil mass is __________

A. Stratified
B. Submerged
C. Homogeneous
D. All of the mentioned
Answer» D. All of the mentioned
9.

Rankine s theory of lateral pressure was extended to other soil by __________

A. Resal and Bell
B. Mohr
C. None of the mentioned
D. All of the mentioned
Answer» B. Mohr
10.

Originally, Rankine s theory of lateral earth pressure can be applied to only _______

A. Cohesion less soil
B. Cohesive soil
C. Fine grained soil
D. Coarse grained soil
Answer» B. Cohesive soil