- (A) increases by 25%
- (B) increases by 50%
- (C) increases by 33.3%
- (D) decreases by 33.3%
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- (A) constant head method
- (B) falling head method
- (C) horizontal permeability test
- (D) none of the above
- (A) does not depend upon temperature
- (B) increases with the increase in temperature
- (C) increases with the decrease in temperature
- (D) none of the above
- (A) the stress at particles contact
- (B) a physical parameter that can be measured
- (C) important because it is a function of engineering properties of soil
- (D) all of the above
- (A) constant head method
- (B) falling head method
- (C) both the above
- (D) none of the above
- (A) gravel
- (B) sand
- (C) silt
- (D) clay
- (A) 1.0m
- (B) 1.5 m
- (C) 2.0 m
- (D) 3m
- (A) increases voids ratio and decreases permeability
- (B) increases both voids ratio and permeability
- (C) decreases both voids ratio and permeability
- (D) decreases voids ratio and increases permeability
- (A) viscosity only
- (B) unit weight only
- (C) both viscosity and unit weight
- (D) none of the above
- (A) decreases with increase in liquid limit
- (B) increases with increase in liquid limit
- (C) first increases and then decreases with increase in liquid limit
- (D) remains constant at all liquid limits
