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Civil Engineering Soil Mechanics Mock Test – 2




Welcome to your Soil Mechanics Mock test - 2

Take your exciting Mock test on Soil Mechanics

You Have only 26 Mins left to complete the Quiz (26 Questions)

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




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