A. 0.028
B. 0.28
C. 036
D. 0.036
A. effective stress with time
B. effective stress with depth
C. pore water pressure with depth
D. pore water pressure with time
A. 0.00018 nrVsec
B. 0.0045 m3/sec
C. 0.18m3/sec
D. 0.1125m3/sec
A. 3
B. 6
C. 9
D. 16
A. sum of the discharges from individual wells
B. less than the sum of the discharges from individual wells
C. greater than the sum of the discharges from individual wells
D. equal to larger of the two discharges from individual wells
The total discharge from two wells situated near to each other is_________________? Read More »
MCQs / Q&A, Soil Mechanics and Foundation Engineering A. increases by 25%
B. increases by 50%
C. increases by 33.3%
D. decreases by 33.3%
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
Coefficient of permeability of soil______________? Read More »
MCQs / Q&A, Soil Mechanics and Foundation Engineering 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
Effective stress is______________? Read More »
MCQs / Q&A, Soil Mechanics and Foundation Engineering A. constant head method
B. falling head method
C. both the above
D. none of the above
