Soil Mechanics and Foundation Relative density of a compacted dense sand is approximately equal to 1.2 0.4 0.6 0.95 1.2 0.4 0.6 0.95 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Allowable bearing pressure for a foundation depends upon both allowable settlement and ultimate bearing capacity none of above ultimate bearing capacity of soil only allowable settlement only both allowable settlement and ultimate bearing capacity none of above ultimate bearing capacity of soil only allowable settlement only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Terzaghi’s bearing capacity factors Nc, Nq and Nr are functions of both cohesion and angle of internal friction cohesion only angle of internal friction only both cohesion and angle of internal friction both cohesion and angle of internal friction cohesion only angle of internal friction only both cohesion and angle of internal friction ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be between 300 mm and 750 mm between 750 mm and 1 m greater than 1 m less than 300 mm between 300 mm and 750 mm between 750 mm and 1 m greater than 1 m less than 300 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Total number of stress components at a point within a soil mass loaded at its boundary is 6 9 3 16 6 9 3 16 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation for clays normally remains constant at all liquid limits decreases with increase in liquid limit first increases and then decreases with increase in liquid limit increases with increase in liquid limit remains constant at all liquid limits decreases with increase in liquid limit first increases and then decreases with increase in liquid limit increases with increase in liquid limit ANSWER DOWNLOAD EXAMIANS APP
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