## Soil Mechanics Exam Set (Chaitra 25/79)

Welcome to your Soil Mechanics Exam Set-1

Name
1.
1. Submerged unit weight of soil is equal to the saturated density ...............

2.
2. The specific gravity of a soil is the ratio of the unit weight of the soil solids to that of water at a temperature of ...............

3.
3. Water content of a soil can ...............

4.
4. Density index for a natural soil is used to express ...............

5.
5. Core-cutter method is used for ...............

6.
6. Stoke's law gives the following velocity of a spherical particle falling freely in an infinite liquid medium ...............

7.
7. The soil sample for the hydrometer analysis is pretreated with the following agent ...............

8.
8. A pycnometer is used to determine ...............

9.
9. Plasticity index is obtained as the difference between ...............

10.
10. The ratio of plasticity index to clay fraction is known as ...............

11.
11. With reference to shrinkage and swelling, the most active clay mineral is ...............

12.
12. In a soil if the water content is equal to the liquid limit, its relative consistency is ...............

13.
13. Falling head permeameter is preferable when soil sample is ...............

14.
14. Units of co-efficient of permeability ...............

15.
15. Coefficient of permeability of a soil ...............

16.
16. Flow net consists of a number of stream lines and equipotential lines which are ...............

17.
17. The phreatic line is ...............

18.
18. Consolidation is a process involving ...............

19.
19. Consolidation is generally considered to be a function of ...............

20.
20. Compression of soils occurs rapidly if voids are occupied by ...............

21.
21. Mathematically speaking, the time taken for 100% consolidation is ...............

22.
22. A clay deposit subjected to pressure in the past is more than the present over burden pressure is known as ...............

23.
23. A clay deposit which is not fully consolidated under the existing over burden pressure is known as ...............

24.
24. The most effective method for compacting sand is by using ...............

25.
25. The soil involved in the compaction is ...............

## Comment List

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Laxmi bk