Explore topic-wise MCQs in Geotechnical Engineering.

This section includes 23 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
Discussion
2.

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

A. Peck
B. Hanson
C. Thorn burn
D. All of the mentioned
Answer» E.
Discussion
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
Discussion
4.

The Terzaghi’s general bearing capacity equation is represented as ___________

A. qf = 5.7 c + σ̅
B. qf = c Nc + σ̅. Nq + 0.5γBNγ
C. qf = c Nc + σ̅. Nq
D. qf = c Nc
Answer» C. qf = c Nc + σ̅. Nq
Discussion
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
Discussion
6.

Which of the following are original Terzaghi values for Nγ?

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

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

A. φ 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
Discussion
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
Discussion
9.

The parameters Nc, Nq, Nγ 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
Discussion
10.

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

A. Terzaghi
B. Meyerhof
C. Prandtl
D. Darcy
Answer» D. Darcy
Discussion
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
Discussion
12.

THE_TERZAGHI‚ÄÖ√Ñ√∂‚ÀÖ√Ë‚ÀÖ¬•S_GENERAL_BEARING_CAPACITY_EQUATION_IS_REPRESENTED_AS___________?$#

A. qf = 5.7 c + σ̅
B. qf = c Nc + σ̅. Nq + 0.5γBNγ
C. qf = c Nc + σ̅. Nq
D. qf = c Nc
Answer» C. qf = c Nc + ‚âà√¨‚àö√¢‚àö√â‚àö√±. Nq
Discussion
13.

The curve for Nq and Nγ for the transition state from φ = 28° and φ = 38° was given by__________$#

A. Peck
B. Hanson
C. Thorn burn
D. All of the mentioned
Answer» E.
Discussion
14.

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
Discussion
15.

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
Discussion
16.

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
Discussion
17.

Which of the following are original Terzaghi values for Nγ?$

A. 34° and 48°
B. 60°
C. None of the mentioned
D. All of the mentioned
Answer» B. 60¬¨¬®‚Äö√†√ª
Discussion
18.

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

A. φ 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
Discussion
19.

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
Discussion
20.

The parameters Nc, Nq, Nγ 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
Discussion
21.

For purely cohesive soil, the bearing capacity is given by which of the following equation?

A. qf = 5.7 c + σ̅
B. qf = c + σ̅
C. qf = 5.7 c
D. All of the mentioned
Answer» B. qf = c + ‚âà√¨‚àö√¢‚àö√â‚àö√±
Discussion
22.

The concept of analysis of bearing capacity failure was first developed by___________

A. Terzaghi
B. Meyerhof
C. Prandtl
D. Darcy
Answer» D. Darcy
Discussion
23.

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‚Äö√Ñ√∂‚àö√ë‚àö¬•s analysis
Discussion