Geotechnical Engineering MCQs Set-1

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1. On adding bitumen to soil

2. Non-cohesive soil is

3. The relation between void ratio e, water content w, specific gravity G, and degree of saturation S, for a soil sample is

4. 'Loess' is silty clay formed by the action of

5. The percentage of the porosity of compacted sand is about

6. Uniformity coefficient of soil is

7. The biggest size of clay particles is

8. A flat grain size distribution curve shows a

9. The specific gravity of sandy soils is

10. The range of void ratio between which quick sand condition occurs in cohesion-less granular soil deposits is


 

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A Demrot is the founder of VideRime Online Learning, a leading engineering website. He did his BE Civil and M.Tech Structure from RGPV University, Bhopal and has been working as an Assistant Professor in a reputed college.

1 Response

  1. Can you be more specific about the content of your article? After reading it, I still have some doubts. Hope you can help me.

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