Geotechnical Engineering MCQs Set-3

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

2. Effective stress on soil

3. Quick sand is a

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

5. When the degree of saturation is zero, the soil mass under consideration represents

6. Coefficient of consolidation for clays normally

7. Effective stress is

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

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

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


 

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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.

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