Civil Engineering MCQs

A. 4.75 mm to 2.00 mm
B. 2.00 mm to 0.425 mm
C. 0.425 mm to 0.075 mm
D. 0.075 mm to 0.002 mm

A. Viscosity only
B. Unit weight only
C. Both viscosity and unit weight
D. None of the above

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. 1.0m
B. 1.5 m
C. 2.0 m
D. 3m

A. Gravel
B. Sand
C. Silt
D. Clay

A. Constant head method
B. Falling head method
C. Both the above
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. 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. Constant head method
B. Falling head method
C. Horizontal permeability test
D. None of the above

A. Increases by 25%
B. Increases by 50%
C. Increases by 33.3%
D. Decreases by 33.3%