Explore topic-wise MCQs in Geotechnical Engineering.

This section includes 18 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.

In direct shear test, the soil load is subjected to more stress at _____________

A. Centre
B. Edges
C. Top and bottom
D. All of the mentioned
Answer» C. Top and bottom
Discussion
2.

A major difference between the direct shear test and tri axial shear test is _____________

A. Control on the drainage level
B. Stress condition
C. None of the mentioned
D. All of the mentioned
Answer» B. Stress condition
Discussion
3.

The shearing of cohesive soil in drained test requires ___________ days.

A. 2
B. 1 to 2
C. 2 to 5
D. 1
Answer» D. 1
Discussion
4.

Which of the following is a disadvantage of the shear box test?

A. Stress condition of soil is complex
B. The test cannot be used for coarse grained soil
C. No control on the drainage of soil
D. The shear box test is more complex test
Answer» B. The test cannot be used for coarse grained soil
Discussion
5.

The drained test is also known as ___________

A. Direct shear test
B. Slow test
C. Vane shear test
D. Quick test
Answer» C. Vane shear test
Discussion
6.

The commonly used apparatus used for performing shear box test is ___________

A. Shear-box apparatus
B. Bishop’s pore pressure apparatus
C. Tri axial shear test apparatus
D. None of the mentioned
Answer» B. Bishop’s pore pressure apparatus
Discussion
7.

The direct shear test can also be called as ___________

A. Simple shear test
B. Stress test
C. Strain controlled shear box test
D. All of the mentioned
Answer» C. Strain controlled shear box test
Discussion
8.

Shearing resistance can be determined in the laboratory by _________ methods.

A. 2
B. 6
C. 4
D. 8
Answer» D. 8
Discussion
9.

IN_DIRECT_SHEAR_TEST,_THE_SOIL_LOAD_IS_SUBJECTED_TO_MORE_STRESS_AT_____________?$

A. Centre
B. Edges
C. Top and bottom
D. All of the mentioned
Answer» C. Top and bottom
Discussion
10.

A major difference between the direct shear test and tri axial shear test is____________?

A. Control on the drainage level
B. Stress condition
C. None of the mentioned
D. All of the mentioned
Answer» B. Stress condition
Discussion
11.

The shearing of cohesive soil in drained test requires___________days?

A. 2
B. 1 to 2
C. 2 to 5
D. 1
Answer» D. 1
Discussion
12.

Which of the following is a disadvantage of shear box test?

A. Stress condition of soil is complex
B. The test cannot be used for coarse grained soil
C. No control on the drainage of soil
D. The shear box test is more complex test
Answer» B. The test cannot be used for coarse grained soil
Discussion
13.

The drained test is also known as___________

A. Direct shear test
B. Slow test
C. Vane shear test
D. Quick test
Answer» C. Vane shear test
Discussion
14.

To conduct un-drained test, which of the following is used?

A. Slope grids
B. Perforated grids
C. Plain grids
D. All of the mentioned
Answer» D. All of the mentioned
Discussion
15.

The commonly used apparatus used for performing shear box test is___________

A. Shear-box apparatus
B. Bishop’s pore pressure apparatus
C. Tri axial shear test apparatus
D. None of the mentioned
Answer» B. Bishop‚Äö√Ñ√∂‚àö√ë‚àö¬•s pore pressure apparatus
Discussion
16.

The direct shear test can also be called as___________

A. Simple shear test
B. Stress test
C. Strain controlled shear box test
D. All of the mentioned
Answer» C. Strain controlled shear box test
Discussion
17.

Which of the following shear test is developed based on drainage conditions?

A. Quick test and Consolidated un drained test
B. Direct shear test
C. None of the mentioned
D. All of the mentioned
Answer» B. Direct shear test
Discussion
18.

Shearing resistance can be determined in the laboratory by_________methods.

A. 2
B. 6
C. 4
D. 8
Answer» D. 8
Discussion