Geotechnical Engineering MCQs Set-3

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1. Dispersed type of soil structure is an arrangement comprising particles having

2. Compressibility of sandy soils is

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

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

5. Coefficient of consolidation for clays normally

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

7. Allowable bearing pressure for a foundation depends on

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

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

10. Physical properties of a permeant which influence permeability are


 

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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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