Soil Mechanics and Foundation Engineering Mock test - 6 || Civil Engineering Mock tests - ENGINEERING BIX

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







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