Geotechnical Engineering MCQs Set-3

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1. Coefficient of earth pressure at rest is

2. Void ratio of a soil mass can

3. According to IS classification, the range of silt size particles is

4. Compressibility of sandy soils is

5. Coefficient of consolidation for clays normally

6. The value of compression index for a remoulded sample whose liquid limit is 50% is

7. Effective stress on soil

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

9. A combined footing is generally used when

10. The slope of isochrone at any point at a given time indicates the rate of change of


 

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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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