Explore topic-wise MCQs in Geotechnical Engineering.

This section includes 11 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.

Terzaghi s bearing capacity equation is not applicable for ____________

A. Depth effect and Inclination factor
B. Narrow slope
C. None of the mentioned
D. All of the mentioned
Answer» B. Narrow slope
2.

The curve for Nq and N for the transition state from = 28 and = 38 was given by __________

A. Peck
B. Hanson
C. Thorn burn
D. All of the mentioned
Answer» E.
3.

Local shear failure generally occurs in ___________

A. Dense sand
B. Non-cohesive soil
C. Loose sand
D. All of the mentioned
Answer» D. All of the mentioned
4.

The Terzaghi s general bearing capacity equation is represented as ___________

A. qf = 5.7 c +
B. qf = c Nc + . Nq + 0.5 BN
C. qf = c Nc + . Nq
D. qf = c Nc
Answer» C. qf = c Nc + . Nq
5.

According to the assumptions in Terzaghi s analysis, the soil is _______________

A. Homogeneous and Isotropic
B. Non Homogeneous
C. None of the mentioned
D. All of the mentioned
Answer» B. Non Homogeneous
6.

Which of the following are original Terzaghi values for N ?

A. 34 and 48
B. 60
C. None of the mentioned
D. All of the mentioned
Answer» B. 60
7.

Which of the following is a limitation, of assumption in Terzaghi s analysis?

A. changes when the soil is compressed and strip footing has a rough base
B. Soil is homogeneous
C. None of the mentioned
D. All of the mentioned
Answer» B. Soil is homogeneous
8.

For purely cohesive soil, local shear failure may be assumed to occur when the soil is ___________

A. Medium to soft
B. Soft to medium
C. Hard
D. All of the mentioned
Answer» C. Hard
9.

The parameters Nc, Nq, N in the equations of bearing capacity failure are known as _________

A. Constant head
B. Bearing capacity factors
C. Effective pressure
D. Load intensity
Answer» C. Effective pressure
10.

The concept of analysis of bearing capacity failure was first developed by ___________

A. Terzaghi
B. Meyerhof
C. Prandtl
D. Darcy
Answer» D. Darcy
11.

An analysis of the condition of complete bearing capacity failure is usually termed as ___________

A. General shear failure
B. Terzaghi s analysis
C. Bearing failure
D. All of the mentioned
Answer» B. Terzaghi s analysis