Civil Engineering MCQs

A. The principle of test
B. The method of taking observations
C. The method of preparation of soil suspension
D. All of the above

A. 0 < pi < 7
B. 7<pi< 17
C. 17<pi27

A. Sand
B. Silt
C. Clay
D. Clayey silt

A. Negative
B. Zero
C. Non-plastic (np)
D. 1

A. Decrease in liquid limit and increase in plasticity index
B. Decrease in liquid limit and no change in plasticity index
C. Decrease in both liquid limit and plasticity index
D. Increase in both liquid limit and plasticity index

A. Liquid limit
B. Plastic limit
C. Shrinkage limit
D. Plasticity index

A. Same shear strength of small magnitude
B. Same shear strength of large magnitude
C. Different shear strengths of small magnitude
D. Different shear strengths of large magnitude

A. Plasticity index to consistency index
B. Plasticity index to flow index
C. Liquidity index to flow index
D. Consistency index to liquidity index

A. Liquid state
B. Plastic state
C. Semi-solid state
D. Solid state

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