Soil Mechanics and Foundation Bishop’s method of stability analysis is more conservative neglects the effect of forces acting on the sides of the slices assumes the slip surface as an arc of a circle All of these is more conservative neglects the effect of forces acting on the sides of the slices assumes the slip surface as an arc of a circle All of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation of a soil is affected by compressibility both compressibility and permeability None of these permeability compressibility both compressibility and permeability None of these permeability ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a deposit of normally consolidated clay effective stress, water content and undrained strength decrease with depth effective stress and water content increase with depth but undrained strength decreases with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress and undrained strength increase with depth but water content decreases with depth effective stress, water content and undrained strength decrease with depth effective stress and water content increase with depth but undrained strength decreases with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress and undrained strength increase with depth but water content decreases with depth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Stoke’s law is valid only if the size of particle is between 0.2 mm and 0.0002 mm All of these less than 0.0002 mm greater than 0.2 mm between 0.2 mm and 0.0002 mm All of these less than 0.0002 mm greater than 0.2 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Direct measurement of permeability of the specimen at any stage of loading can be made 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 None of these both (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rankine’s theory of earth pressure assumes that the back of the wall is plane and rough vertical and smooth plane and smooth vertical and rough plane and rough vertical and smooth plane and smooth vertical and rough ANSWER DOWNLOAD EXAMIANS APP
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