Soil Mechanics and Foundation Direct measurement of permeability of the specimen at any stage of loading can be made both (A) and (B) only in floating ring type consolido-meter None of these only in fixed ring type consolido-meter both (A) and (B) only in floating ring type consolido-meter None of these only in fixed ring type consolido-meter ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A fully saturated soil is said to be one phase system two phase system with soil and air two phase system with soil and water three phase system one phase system two phase system with soil and air two phase system with soil and water three phase system ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the permeability of a soil is 0.8 mm/sec, the type of soil is silt sand gravel clay silt sand gravel clay ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a deposit of normally consolidated clay effective stress and undrained strength increase with depth but water content decreases with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress and water content increase with depth but undrained strength decreases with depth effective stress, water content and undrained strength decrease with depth effective stress and undrained strength increase with depth but water content decreases with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress and water content increase with depth but undrained strength decreases with depth effective stress, water content and undrained strength decrease with depth 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 greater than 1 m less than 300 mm between 750 mm and 1 m between 300 mm and 750 mm greater than 1 m less than 300 mm between 750 mm and 1 m ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is zero greater than 1 [CS 95] between 0 and 1 1 zero greater than 1 [CS 95] between 0 and 1 1 ANSWER DOWNLOAD EXAMIANS APP
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