Soil Mechanics Online Test - Paper 2 » Advanced Assessment
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Soil Mechanics Online Test – Paper 2

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Created by 83a36dcfd5c4caff12bc80f0020c9c749e12cbbbdb7c406dc1dd39996cb85836?s=32&d=monsterid&r=g gkaimVikash chaudhary

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  • Total Questions: 30
  • Time Allotted: 30 minutes
  • Passing Score: 50%
  • Randomization: Yes
  • Certificate: No
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1. Which of the following is not the purpose of a foundation?

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2. On wetting, cohesive soils

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3. The critical height in the stability of the soil is the:

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4. Moisture content of saturated soil equals:

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5. Berms are used to:

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6. If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio, respectively, are:

7 / 30

7. Which of the following soils has the largest permeability?

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8. Three-phase system is concerned with

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9. Base failure refers to a failure surface that:

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10. The basis for all soil classification systems is

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11. 'Drift' is the material picked up, mixed, disintegrated, transported, and repositioned by

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12. The void ratio of soil is

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13. Westergaard's theory is more appropriate for

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14. Water content is defined as the ratio of

15 / 30

15. The density of soil can be increased by

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16. The wall constructed to resist horizontal pressure is:

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17. The maximum water content at which a reduction in water content does not cause a decrease in the volume of the soil mass is known as

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18. The strength of a soil is generally identified by

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19. Chemical weathering occurs because of

20 / 30

20. The process of improving the engineering properties of the soil and thus making it more stable is known as

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21. Soil transported by water and deposited at the bottom of the lake is known as

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22. A grillage foundation is used under:

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23. Inorganic soils with low plasticity are denoted by

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24. In an undrained plastic clay, the shear strength is due to

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25. If the soil stays at a place above the parent rock where it is produced, then it is called

26 / 30

26. Cohesionless soils are formed due to

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27. Pile foundations are normally used in:

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28. The bearing capacity factors (N_c, N_q,) and (N_r) are functions of:

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29. The permeability of a soil deposit in situ can be best obtained by

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30. Generally, soils are considered as

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