Soil Mechanics and Foundation Relative density of a compacted dense sand is approximately equal to 0.6 0.95 0.4 1.2 0.6 0.95 0.4 1.2 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The major principal stress in an element of cohesion-less soil within the backfill of a retaining wall is None of these Vertical if the soil is in an active state of plastic equilibrium Inclined at 45° to the vertical plane Vertical if the soil is in a passive state of plastic equilibrium None of these Vertical if the soil is in an active state of plastic equilibrium Inclined at 45° to the vertical plane Vertical if the soil is in a passive state of plastic equilibrium ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the plasticity index of a soil mass is zero, the soil is clayey silt silt sand clay clayey silt silt sand clay ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The total discharge from two wells situated near to each other is greater than the sum of the discharges from individual wells sum of the discharges from individual wells less than the sum of the discharges from individual wells equal to larger of the two discharges from individual wells greater than the sum of the discharges from individual wells sum of the discharges from individual wells less than the sum of the discharges from individual wells equal to larger of the two discharges from individual wells ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is 43833 3 1 43832 43833 3 1 43832 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the water table rises upto ground surface, then the effective stress is reduced due to decrease in total stress only but pore water pressure does not change effective stress is reduced due to increase in pore water pressure only but total stress does not change total stress is reduced due to increase in pore water pressure only but effective stress does not change total stress is increased due to decrease in pore water pressure but effective stress does not change effective stress is reduced due to decrease in total stress only but pore water pressure does not change effective stress is reduced due to increase in pore water pressure only but total stress does not change total stress is reduced due to increase in pore water pressure only but effective stress does not change total stress is increased due to decrease in pore water pressure but effective stress does not change ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS