Soil Mechanics and Foundation The admixture of coarser particles like sand or silt to clay causes decrease in liquid limit and no change in plasticity index decrease in both liquid limit and plasticity index decrease in liquid limit and increase in plasticity index increase in both liquid limit and plasticity index decrease in liquid limit and no change in plasticity index decrease in both liquid limit and plasticity index decrease in liquid limit and increase in plasticity index increase in both liquid limit and plasticity index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Compressibility of sandy soils is much less than that of clayey soils None of these much greater than that of clayey soils almost equal to that of clayey soils much less than that of clayey soils None of these much greater than that of clayey soils almost equal to that of clayey soils ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The rise of water table below the foundation influences the bearing capacity of soil mainly by reducing effective unit weight of soil and effective angle of shearing resistance cohesion and effective unit weight of soil effective angle of shearing resistance cohesion and effective angle of shearing resistance effective unit weight of soil and effective angle of shearing resistance cohesion and effective unit weight of soil effective angle of shearing resistance cohesion and effective angle of shearing resistance ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The water content of soil, which represents the boundary between plastic state and liquid state, is known as plastic limit shrinkage limit plasticity index liquid limit plastic limit shrinkage limit plasticity index liquid limit ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Shear strength of a soil is a unique function of both effective stress and total stress total stress only effective stress only None of these both effective stress and total stress total stress only effective stress only None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The average coefficient of permeability of natural deposits Parallel to stratification is always greater than that perpendicular to stratification Parallel to stratification is always less than that perpendicular to stratification Is always same in both directions Parallel to stratification may or may not be greater than that perpendicular to stratification Parallel to stratification is always greater than that perpendicular to stratification Parallel to stratification is always less than that perpendicular to stratification Is always same in both directions Parallel to stratification may or may not be greater than that perpendicular to stratification ANSWER DOWNLOAD EXAMIANS APP
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