Civil Engineering Soil Mechanics Mock Test – 2




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1.
The ratio of settlement at any time 't' to the final settlement, is known as
2.
Pick up the correct statement from the following:
3.
The angle between the directions of the failure and the major principal plane, is equal to
4.
You are given a sample of soil containing coarse grains to determine its water content, you will use
5.
Pick up the in-correct statement from the following: The soils which contain montmorillonite minerals
6.
The soil which contains finest grain particles, is
7.
A partially saturated soil is classified as
8.
Buoyant unit weight equals the saturated density
9.
Water content of a soil sample is the difference of the weight of the given sample at the given temperature and the weight determined after drying it for 24 hours at temperature ranging from
10.
According to the Indian Standards the specific gravity is the ratio of the unit weight of soil solids to that of water at a temperature of
11.
The compression index of a soil
12.
The soil moisture driven off by heat, is called
13.
The earth pressure of a soil at rest, is proportional to (where φ is the angle of internal friction of the soil)
14.
The ratio of the volume of voids to the total volume of the given soil mass, is known
15.
The equation τ = C + σ tan φ is given by
16.
Determination of water content of a soil sample suspected to contain gypsum is made by drying the sample for longer period at a temperature not more than
17.
Water formed transported soil is
18.
A phreatic line is defined as the line within a dam section below which there are
19.
For shear strength, triaxial shear test is suitable because
20.
The direct shear test suffers from the following disadvantage:
21.
Pick up the incorrect statement from the following:
22.
Pick up the correct statement from the following:
23.
The maximum shear stress occurs on the filament which makes an angle with the horizontal plane equal to
24.
Number of piles required to support a column, is
25.
If the specific gravity and voids in soil sample are G and e respectively, the hydraulic gradient i, is
26.
If σ0' and σ' represent initial and increased pressure ; e0 and e void ratios corresponding to initial and increased pressure ; and C0 the compression index (dimensionless), then, the virgin compression curve as expressed by Terzaghi empirical formula is




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