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

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