Soil Mechanics MCQ – Section 4

A. anti-compaction

B. swelling

C. dilatancy

D. aereation

A. specific gravity

B. water content

C. unit weight of water

D. all of the above

A. sand

B. clay

C. silt

D. clayey-silt

A. liquid limit

B. plastic limit

C. both of the above

D. none of the above

A. collecting undisturbed soil samples

B. determination of ground water table

C. getting N-value of soil deposit

D. determination of void ratio