Soil Mechanics and Foundation Residual soils are formed by None of these glaciers wind water None of these glaciers wind water ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear increases decreases remains unchanged first increases and then decreases increases decreases remains unchanged first increases and then decreases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Valid range for S, the degree of saturation of soil in percentage is S < 0 0 < S < 100 S > 0 0 ≤ S ≤ 100 S < 0 0 < S < 100 S > 0 0 ≤ S ≤ 100 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as non-plastic (NP) 1 negative zero non-plastic (NP) 1 negative zero ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Allowable bearing pressure for a foundation depends upon none of above both allowable settlement and ultimate bearing capacity ultimate bearing capacity of soil only allowable settlement only none of above both allowable settlement and ultimate bearing capacity ultimate bearing capacity of soil only allowable settlement only 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 Vertical if the soil is in an active state of plastic equilibrium Inclined at 45° to the vertical plane None of these Vertical if the soil is in a passive state of plastic equilibrium Vertical if the soil is in an active state of plastic equilibrium Inclined at 45° to the vertical plane None of these Vertical if the soil is in a passive state of plastic equilibrium ANSWER DOWNLOAD EXAMIANS APP
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