Soil Mechanics and Foundation Total number of stress components at a point within a soil mass loaded at its boundary is 16 6 9 3 16 6 9 3 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is zero greater than 1 [CS 95] 1 between 0 and 1 zero greater than 1 [CS 95] 1 between 0 and 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The angle that Coulomb’s failure envelope makes with the horizontal is called angle of repose cohesion angle of internal friction None of these angle of repose cohesion angle of internal friction None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Time factor for a clay layer is independent of thickness of clay layer directly proportional to permeability of soil inversely proportional to drainage path a dimensional parameter independent of thickness of clay layer directly proportional to permeability of soil inversely proportional to drainage path a dimensional parameter ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Compressibility of sandy soils is None of these almost equal to that of clayey soils much less than that of clayey soils much greater than that of clayey soils None of these almost equal to that of clayey soils much less than that of clayey soils much greater than that of clayey soils ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Sand particles are made of illite montmorillonite kaolinite rock minerals illite montmorillonite kaolinite rock minerals ANSWER DOWNLOAD EXAMIANS APP
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