MCQs
Total Questions : 250
| Page 2 of 25 pages
Answer: Option A. -> Half the top width is equal to one of the side slopes
Answer: Option B. -> saturated fine and medium sands of uniform particle size
Answer: Option B. -> higher the penetration value, lower is the softening point
Answer: Option A. -> the modulus of elasticity
Answer: Option A. -> 0.20
Answer: Option C. -> an ideal fluid
Answer: Option B. -> maximum
Question 19.
It is proposed
to widen and strengthen an existing 2-lane NH section as a divided
highway. The existing traffic in one direction is 2500 commercial
vehicles (CV) per day. The construction will take 1 year. The design CBR
of soil subgrade is found to be 5 percent, Given: traffic growth rate
for CV = 8 percent, vehicle damage factor = 3.5 (standard axles per CV),
design life = 10 years and traffic distribution factor = 0.75. The
cumulative standard axles (msa) computed are
Answer: Option B. -> 37
Answer: Option B. -> the algebraic sum of (pressure + datum) head drops around each circuit is zero