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SSC JE Civil Engineering Preliminary Exam in January 2018 | Practice test Day – 32

Welcome to your SSC JE Civil Engineering 2018 Objective Exam Practice test Day - 32
Take an exciting test in SSC JE Civil Preliminary Exam in January 2018. 
You have only 20 mins to complete the test (20 Questions)
Wish you all the best!!!

Skempton's pore pressure coefficient B for saturated soil is

1 out of 20

Sensitivity of a soil can be defined as

2 out of 20

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

3 out of 20

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

4 out of 20

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

5 out of 20

The method of the slices is applicable to

6 out of 20

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

7 out of 20

Failure of a slope occurs only when total shear force is

8 out of 20

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

9 out of 20

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

10 out of 20

Plasticity index is defined as the range of water content between

11 out of 20

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

12 out of 20

The compression index of a soil

13 out of 20

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

14 out of 20

Buoyant unit weight equals the saturated density

15 out of 20

The angle of internal friction of clays, is usually

16 out of 20

The soil moisture driven off by heat, is called

17 out of 20

Shear strength of a soil is a unique function of

18 out of 20

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

19 out of 20

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

20 out of 20

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