Explore topic-wise MCQs in Geotechnical Engineering.

This section includes 12 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.

The third system of forces is composed of ___________

A. Varying upward pressure and Varying downward pressure
B. Distributed load
C. None of the mentioned
D. All of the mentioned
Answer» E.
2.

The resultant earth pressure at any point of a raft is considered to be ___________

A. w + mw
B. (1-m)w
C. w-mw
D. (1-w)m
Answer» B. (1-m)w
3.

The first system of forces consist of _____________

A. Difference between actual column loads
B. Varying distributed load acting downwards
C. Column support reaction acting downwards
D. All of the mentioned
Answer» D. All of the mentioned
4.

In effect of shape method, the columns loads and bearing pressure distribution are divided in to ___________ system of forces.

A. Two
B. Four
C. Three
D. Five
Answer» D. Five
5.

The effect of shape is based on ____________principal.

A. Principal of superposition
B. System of forces
C. Hooke s law
D. Principal of center of gravity
Answer» B. System of forces
6.

The value of Ks(modulus of subgrade reaction) can be found out, based on the effect of ___________

A. Size and Shape
B. Properties
C. None of the mentioned
D. All of the mentioned
Answer» B. Properties
7.

The modulus of subgrade reaction is applicable only when the load is applied through _________

A. Plate of size 30 30 cm and Beam 30 cm wide on soil area
B. Plate size is 10 10 cm
C. None of the mentioned
D. All of the mentioned
Answer» B. Plate size is 10 10 cm
8.

Both conventional and flexible method can be used only in the case when _________

A. Foundation is laid on cohesive soil
B. Soil pressure is low
C. Foundation is flexible
D. Load is concentrated on larger area
Answer» D. Load is concentrated on larger area
9.

In truly elastic foundation, the soil is assumed to be obey ____________

A. Terzaghi s theory
B. Hooke s law
C. Skempton s theory
D. All of the mentioned
Answer» C. Skempton s theory
10.

The actual reinforcement provided should be ___________ of that worked out theoretically by conventional method.

A. Twice
B. Thrice
C. Lesser
D. None of the mentioned
Answer» B. Thrice
11.

The possible method adopted for designing of raft foundation is ___________

A. Conventional method
B. Elastic method
C. Soil line method
D. All of the mentioned
Answer» E.
12.

According to IS codes, the maximum differential settlements should not exceed ___________ in the foundation on clayey soil.

A. 25 mm
B. 100 mm
C. 25 mm
D. 40 mm
Answer» D. 40 mm