Soil Mechanics and Foundation The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to 2.0m 1.0m 3m 1.5m 2.0m 1.0m 3m 1.5m ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a soil is inversely proportional to the compression index directly proportional to the voids ratio None of these directly proportional to the compression index inversely proportional to the compression index directly proportional to the voids ratio None of these directly proportional to the compression index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on both horizontal and vertical planes horizontal plane only all planes except horizontal and vertical planes vertical plane only both horizontal and vertical planes horizontal plane only all planes except horizontal and vertical planes vertical plane only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Bishop’s method of stability analysis neglects the effect of forces acting on the sides of the slices All of these is more conservative assumes the slip surface as an arc of a circle neglects the effect of forces acting on the sides of the slices All of these is more conservative assumes the slip surface as an arc of a circle ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Unconfmed compressive strength test is consolidated undrained test consolidated drained test drained test undrained test consolidated undrained test consolidated drained test drained test undrained test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by 30% 40% 20% 50% 30% 40% 20% 50% ANSWER DOWNLOAD EXAMIANS APP
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