Soil Mechanics and Foundation Allowable bearing pressure for a foundation depends upon allowable settlement only 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 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Uniformity coefficient of a soil is equal to or less than 1 always equal to 1 equal to or gi eater than 1 always less than 1 equal to or less than 1 always equal to 1 equal to or gi eater than 1 always less than 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is -0.5 2 -2 0.5 -0.5 2 -2 0.5 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Direct measurement of permeability of the specimen at any stage of loading can be made None of these both (A) and (B) only in fixed ring type consolido-meter only in floating ring type consolido-meter None of these both (A) and (B) only in fixed ring type consolido-meter only in floating ring type consolido-meter ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the shearing stress is zero on two planes, then the angle between the two planes is 135° 225° 90° 45° 135° 225° 90° 45° 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 liquid limit plasticity index plastic limit shrinkage limit liquid limit plasticity index ANSWER DOWNLOAD EXAMIANS APP
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