Geotechnical Engineering MCQs Set-3

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1. Quick sand is a

2. Skempton's pore pressure coefficient B for saturated soil is

3. If the permeability of a soil is 0.8 mm/sec, the type of soil is

4. The hydrostatic pressure on the phreatic line within a dam section is

5. Void ratio of a soil mass can

6. The admixture of coarser particles like sand or silt to clay causes

7. Which of the following methods is more suitable for the determination of permeability of clayey soil?

8. In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear

9. Water content of soil can

10. Coefficient of earth pressure at rest 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

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