Explore topic-wise MCQs in Soil Mechanics.

This section includes 15 Mcqs, each offering curated multiple-choice questions to sharpen your Soil Mechanics knowledge and support exam preparation. Choose a topic below to get started.

1.

In wet soil mass, air occupies one-seventh of its volume and water occupies one- eighth of its volume. The void ratio of the soil is ______

A. 0.25
B. 0.36
C. 0.43
D. 1
Answer» C. 0.43
2.

What will be the degree of saturation of a soil sample whose specific gravity G=2.7, void ratio e=0.66 and water content w=20%?

A. 85.88%
B. 90.91%
C. 81.81%
D. 92.92%
Answer» D. 92.92%
3.

The range of degree of saturation is between 0 and 0.25 for a humid soil sample.

A. True
B. False
Answer» B. False
4.

The relationship between porosity n and void ratio e is given by _______

A. 1+n= 1/(1+e)
B. 1-n= 1/(1+e)
C. n= 1/e
D. n= 1/(1+e)
Answer» C. n= 1/e
5.

The degree of saturation is defined as the ratio of _____

A. volume of water to total volume of voids
B. volume of air voids to volume of total voids
C. volume of air voids to volume of water
D. volume of voids to total volume of the soil mass
Answer» B. volume of air voids to volume of total voids
6.

For a perfectly dry sample, the degree of saturation is equal to zero.

A. True
B. False
Answer» B. False
7.

The air content ratio is defined as the ratio of _____

A. volume of air voids to total volume of the soil mass
B. volume of air voids to volume of total voids
C. volume of air voids to volume of water
D. volume of voids to total volume of the soil mass
Answer» C. volume of air voids to volume of water
8.

If air content and degree of saturation are represented as ac and S respectively, then the relationship between them is ________

A. a<sub>c</sub>= 1/S
B. a<sub>c</sub>=1-S
C. S=1+a<sub>c</sub>
D. S=a<sub>c</sub>
Answer» C. S=1+a<sub>c</sub>
9.

The percentage void ratio is defined as the ratio of _____

A. volume of air voids to total volume of the soil mass
B. volume of air voids to volume of total voids
C. volume of air voids to volume of water
D. volume of voids to total volume of the soil mass
Answer» B. volume of air voids to volume of total voids
10.

For a fully saturated soil sample, the degree of saturation is ______

A. 0
B. 0.5
C. 0.8
D. 1
Answer» E.
11.

For a soil sample, the ratio of saturated unit weight to dry unit weight is equal to 1.2 and specific gravity of solids G is 2.65, then its void ratio will be _____

A. 0.58
B. 0.66
C. 0.53
D. 0.94
Answer» C. 0.53
12.

If the porosity of a soil sample is 22%, then what will be its void ratio?

A. 0.3
B. 0.27
C. 0.28
D. 0.25
Answer» D. 0.25
13.

Void ratio is the ratio of _____

A. volume of voids to total volume
B. volume of voids to volume of solids
C. volume of solids to volume of voids
D. volume of soil mass to volume of voids
Answer» C. volume of solids to volume of voids
14.

______ is independent of the total volume of the soil mass.

A. Bulk unit weight
B. Dry unit weight
C. Submerged unit weight
D. Unit weight of solids
Answer» E.
15.

What will be the porosity of a soil sample whose void ratio is 0.35?

A. 19.5%
B. 40.65%
C. 25.9%
D. 30%
Answer» D. 30%