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Soil Mechanics and Foundation Engineering Mock test – 6 || Civil Engineering Mock tests

Welcome to your Soil Mechanics and Foundation Engineering Mock test - 6
Take an exciting test in Soil Mechanics and Foundation Engineering 
You have only 25 mins to complete the test (25 Questions)
Wish you all the best!!!

If water content of a soil is 40%, G is 2.70 and void ratio is 1.35, the degree of saturation is

1 out of 25

Skempton's pore pressure coefficient B for saturated soil is

2 out of 25

The angle between the directions of the failure and the major principal plane, is equal to

3 out of 25

The compression index of a soil

4 out of 25

If a soil undergoes a change in shape and volume by application of external loads over it, but recovers its shape and volume immediately after removal of the load, the property of the soil is  said to be

5 out of 25

The water content in a soil sample when it continues to loose weight without loosing the volume, is called

6 out of 25

If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in

7 out of 25

With the increase in the amount of compaction energy

8 out of 25

The angle of internal friction of clays, is usually

9 out of 25

If the back fill is having a uniform surcharge of intensity per unit area, the lateral pressure will be

10 out of 25

If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is

11 out of 25

Pick up the correct statement from the following:

12 out of 25

The intensity of active earth pressure at a depth of 10 metres in dry cohesionless sand with an angle of internal friction of 30° and with a weight of 1.8 t/m3, is

13 out of 25

Sensitivity of a soil can be defined as

14 out of 25

If Cv is the coefficient of consolidation, is the time and is drainage path of one dimensional consolidation of soil, the time factor Tv, is given by

15 out of 25

In active state of plastic equilibrium in a non cohesive soil with horizontal ground surface

16 out of 25

Select the correct statement.

17 out of 25

The soil moisture driven off by heat, is called

18 out of 25

Soils containing organic matters

19 out of 25

The method of the slices is applicable to

20 out of 25

A soil not fully consolidated under the existing over-burden pressure, is called

21 out of 25

Shear strength of a soil is a unique function of

22 out of 25

Buoyant unit weight equals the saturated density

23 out of 25

Failure of a slope occurs only when total shear force is

24 out of 25

Plasticity index is defined as the range of water content between

25 out of 25

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