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.

The cone resistance qc, for sandy silt type of soil is __________

A. 3.5
B. 6
C. 2
D. 5
Answer» D. 5
Discussion
2.

The cone test is useful in determining the bearing capacity of ___________

A. Cohesion less soil and Fine sand
B. Clay soil
C. None of the mentioned
D. All of the mentioned
Answer» B. Clay soil
Discussion
3.

The expression for C n as given by Lio and Whitman is _____________

A. C n = √(σ’)
B. C n = √(100/σ’)
C. C n = 0.77log10(2000/σ’)
D. None of the mentioned
Answer» C. C n = 0.77log10(2000/σ’)
Discussion
4.

The total blow required for the second and third 15 cm of penetration in standard penetration test is taken as ____________

A. Seating drive
B. Penetration resistance
C. Overburden pressure
D. Dilatancy/submergence
Answer» B. Penetration resistance
Discussion
5.

The split tube used in static cone penetration test, is commonly known as ______________

A. Split spoon sampler
B. Split tube sampler
C. Tube sampler
D. All of the mentioned
Answer» B. Split tube sampler
Discussion
6.

Correction for increasing effective overburden pressure have been proposed by ___________

A. Gibbs and Holtz
B. Peck
C. Thornburn
D. All of the mentioned
Answer» E.
Discussion
7.

The observed value of N in static cone penetration test is corrected by _________

A. Overburden and Dilatancy /submergence
B. Effective pressure
C. None of the mentioned
D. All of the mentioned
Answer» B. Effective pressure
Discussion
8.

The values derived from penetration tests can be used for finding ____________

A. Depth of hard stratum and Strength of soil
B. Soil saturation
C. None of the mentioned
D. All of the mentioned
Answer» B. Soil saturation
Discussion
9.

The two commonly used penetration tests are ____________

A. Standard penetration test
B. Cone penetration test
C. All of the mentioned
D. None of the mentioned
Answer» D. None of the mentioned
Discussion
10.

THE_CONE_RESISTANCE_QC,_FOR_SANDY_SILT_TYPE_OF_SOIL_IS__________?$

A. 3.5
B. 6
C. 2
D. 5
Answer» D. 5
Discussion
11.

The cone test is useful in determining the bearing capacity of__________?

A. Cohesion less soil and Fine sand
B. Clay soil
C. None of the mentioned
D. All of the mentioned
Answer» B. Clay soil
Discussion
12.

The expression for C n as given by Lio and Whitman is_____________

A. C n = √(σ’)
B. C n = √(100/σ’)
C. C n = 0.77log10(2000/σ’)
D. None of the mentioned
Answer» C. C n = 0.77log10(2000/‚âà√¨‚àö√¢‚Äö√Ñ√∂‚àö√ë‚àö¬•)
Discussion
13.

The total blow required for the second and third 15 cm of penetration in standard penetration test is taken as____________

A. Seating drive
B. Penetration resistance
C. Overburden pressure
D. Dilatancy/submergence
Answer» B. Penetration resistance
Discussion
14.

The split tube used in static cone penetration test, is commonly known as______________

A. Split spoon sampler
B. Split tube sampler
C. Tube sampler
D. All of the mentioned
Answer» B. Split tube sampler
Discussion
15.

Correction for increasing effective overburden pressure have been proposed by___________

A. Gibbs and Holtz
B. Peck
C. Thornburn
D. All of the mentioned
Answer» E.
Discussion
16.

The observed value of N in static cone penetration test is corrected by_________

A. Overburden and Dilatancy /submergence
B. Effective pressure
C. None of the mentioned
D. All of the mentioned
Answer» B. Effective pressure
Discussion
17.

The values derived from penetration tests can be used for finding____________

A. Depth of hard stratum and Strength of soil
B. Soil saturation
C. None of the mentioned
D. All of the mentioned
Answer» B. Soil saturation
Discussion
18.

The two commonly used penetration tests are____________

A. Standard penetration test
B. Cone penetration test
C. All of the mentioned
D. None of the mentioned
Answer» D. None of the mentioned
Discussion