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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!!!
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1. The angle between the directions of the failure and the major principal plane, is equal to
2. If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is
3. Shear strength of a soil is a unique function of
4. The compression index of a soil
5. Buoyant unit weight equals the saturated density
6. If the back fill is having a uniform surcharge of intensity per unit area, the lateral pressure will be
7. 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
8. 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
9. Sensitivity of a soil can be defined as
10. Soils containing organic matters
11. The angle of internal friction of clays, is usually
12. The method of the slices is applicable to
13. The soil moisture driven off by heat, is called
14. 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
15. Select the correct statement.
16. A soil not fully consolidated under the existing over-burden pressure, is called
17. Pick up the correct statement from the following:
18. With the increase in the amount of compaction energy
19. Plasticity index is defined as the range of water content between
20. Skempton's pore pressure coefficient B for saturated soil is
21. Failure of a slope occurs only when total shear force is
22. The water content in a soil sample when it continues to loose weight without loosing the volume, is called
23. In active state of plastic equilibrium in a non cohesive soil with horizontal ground surface
24. If water content of a soil is 40%, G is 2.70 and void ratio is 1.35, the degree of saturation is
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







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