Soil Mechanics and Foundation Allowable bearing pressure for a foundation depends upon ultimate bearing capacity of soil only both allowable settlement and ultimate bearing capacity none of above allowable settlement only ultimate bearing capacity of soil only both allowable settlement and ultimate bearing capacity none of above allowable settlement only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a soil is directly proportional to the compression index inversely proportional to the compression index directly proportional to the voids ratio None of these directly proportional to the compression index inversely proportional to the compression index directly proportional to the voids ratio None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Effective stress on soil Increases voids ratio and decreases permeability Increases both voids ratio and permeability Decreases voids ratio and increases permeability Decreases both voids ratio and permeability Increases voids ratio and decreases permeability Increases both voids ratio and permeability Decreases voids ratio and increases permeability Decreases both voids ratio and permeability ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The admixture of coarser particles like sand or silt to clay causes decrease in liquid limit and increase in plasticity index decrease in both liquid limit and plasticity index increase in both liquid limit and plasticity index decrease in liquid limit and no change in plasticity index decrease in liquid limit and increase in plasticity index decrease in both liquid limit and plasticity index increase in both liquid limit and plasticity index decrease in liquid limit and no change in plasticity index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The shear strength of a soil Is directly proportional to the angle of internal friction of the soil Decreases with decrease in normal stress Is inversely proportional to the angle of internal friction of the soil Decreases with increase in normal stress Is directly proportional to the angle of internal friction of the soil Decreases with decrease in normal stress Is inversely proportional to the angle of internal friction of the soil Decreases with increase in normal stress ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Water content of soil can never be greater than 100 % be less than 0 % take values only from 0 % to 100 % be greater than 100 % never be greater than 100 % be less than 0 % take values only from 0 % to 100 % be greater than 100 % ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS