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 net pressure can be calculated for raft having width greater than ___________

A. 6 m
B. 20 cm
C. 30 cm
D. 4 m
Answer» B. 20 cm
2.

If the penetration resistance N is less than 5, which of the following measures can be adopted?

A. Using piles and piers and Compacting sand
B. Using inverted flat slab
C. None of the mentioned
D. All of the mentioned
Answer» B. Using inverted flat slab
3.

The penetration resistance N for designing of raft should be taken at ___________ intervals.

A. 50 cm
B. 60 cm
C. 75 cm
D. 20 cm
Answer» D. 20 cm
4.

Raft is subdivided in to series of beams to establish __________

A. Shear failure and Moment diagrams
B. Pressure distribution
C. None of the mentioned
D. All of the mentioned
Answer» B. Pressure distribution
5.

The net ultimate bearing capacity for raft may be determined by __________

A. Skempton’s equation and Terzaghi’s equation
B. Darcy’s equation
C. None of the mentioned
D. All of the mentioned
Answer» B. Darcy’s equation
6.

If a maximum settlement of 50 mm is permitted for a raft, the differential settlement must not exceed ___________

A. 30 mm
B. 10 mm
C. 20 mm
D. 25 mm
Answer» D. 25 mm
7.

The weight of the raft is not considered in the structural design, because ___________

A. Weight is carried by subsoil
B. Raft does not remain contact with soil
C. The weight is transferred to column
D. All of the mentioned
Answer» B. Raft does not remain contact with soil
8.

Usually, rafts are designed as _________

A. Reinforced slabs
B. Reinforced concrete flat slabs
C. Ordinary concrete slab
D. Inverted flat slabs
Answer» C. Ordinary concrete slab
9.

IF_THE_PENETRATION_RESISTANCE_N_IS_LESS_THAN_5,_WHICH_OF_THE_FOLLOWING_MEASURES_CAN_BE_ADOPTED??$

A. Using piles and piers and Compacting sand
B. Using inverted flat slab
C. None of the mentioned
D. All of the mentioned
Answer» B. Using inverted flat slab
10.

The net pressure can be calculated for raft having width greater than___________$

A. 6 m
B. 20 cm
C. 30 cm
D. 4 m
Answer» B. 20 cm
11.

The penetration resistance N for designing of raft should be taken at___________intervals?

A. 50 cm
B. 60 cm
C. 75 cm
D. 20 cm
Answer» D. 20 cm
12.

Raft is subdivided in to series of beams to establish__________

A. Shear failure and Moment diagrams
B. Pressure distribution
C. None of the mentioned
D. All of the mentioned
Answer» B. Pressure distribution
13.

In raft footing, if the C.G of the load coincide with the centroid of the raft, the upward load is considered as ___________

A. Non uniform pressure
B. Uniform pressure
C. Excess pressure
D. None of the mentioned
Answer» C. Excess pressure
14.

The net ultimate bearing capacity for raft may be determined by__________

A. Skempton’s equation and Terzaghi’s equation
B. Darcy’s equation
C. None of the mentioned
D. All of the mentioned
Answer» B. Darcy‚Äö√Ñ√∂‚àö√ë‚àö¬•s equation
15.

If a maximum settlement of 50 mm is permitted for a raft, the differential settlement must not exceed___________

A. 30 mm
B. 10 mm
C. 20 mm
D. 25 mm
Answer» D. 25 mm
16.

The weight of the raft is not considered in the structural design, because___________

A. Weight is carried by subsoil
B. Raft does not remain contact with soil
C. The weight is transferred to column
D. All of the mentioned
Answer» B. Raft does not remain contact with soil
17.

Usually, rafts are designed as_________

A. Reinforced slabs
B. Reinforced concrete flat slabs
C. Ordinary concrete slab
D. Inverted flat slabs
Answer» C. Ordinary concrete slab
18.

The foundation that is used when the soil mass is sufficiently erratic?

A. Strap footing
B. Combined footing
C. Mat footing
D. Rectangular combined footing
Answer» D. Rectangular combined footing