Soil Mechanics and Foundation Coefficient of consolidation for clays normally decreases with increase in liquid limit first increases and then decreases with increase in liquid limit remains constant at all liquid limits increases with increase in liquid limit decreases with increase in liquid limit first increases and then decreases with increase in liquid limit remains constant at all liquid limits increases with increase in liquid limit ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Allowable bearing pressure for a foundation depends upon allowable settlement only 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 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are 1.0 and 0.0 0.5 and 1.0 0.0 and 1.0 1.0 and 0.5 1.0 and 0.0 0.5 and 1.0 0.0 and 1.0 1.0 and 0.5 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a soil is directly proportional to the compression index None of these inversely proportional to the compression index directly proportional to the voids ratio directly proportional to the compression index None of these inversely proportional to the compression index directly proportional to the voids ratio ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of permeability of soil increases with the increase in temperature increases with the decrease in temperature does not depend upon temperature None of these increases with the increase in temperature increases with the decrease in temperature does not depend upon temperature None of these 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 cohesion and effective unit weight of soil effective unit weight of soil and effective angle of shearing resistance effective angle of shearing resistance cohesion and effective angle of shearing resistance cohesion and effective unit weight of soil effective unit weight of soil and effective angle of shearing resistance effective angle of shearing resistance cohesion and effective angle of shearing resistance ANSWER DOWNLOAD EXAMIANS APP
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