Soil Mechanics and Foundation If the shearing stress is zero on two planes, then the angle between the two planes is 45° 90° 135° 225° 45° 90° 135° 225° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is 10 mm 20 mm None of these 40 mm 10 mm 20 mm None of these 40 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coarse grained soils are best compacted by a drum roller sheep’s foot roller vibratory roller rubber tyred roller drum roller sheep’s foot roller vibratory roller rubber tyred roller ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear remains unchanged first increases and then decreases increases decreases remains unchanged first increases and then decreases increases decreases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is between 0 and 1 1 greater than 1 [CS 95] zero between 0 and 1 1 greater than 1 [CS 95] zero ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Uniformity coefficient of a soil is always less than 1 always equal to 1 equal to or less than 1 equal to or gi eater than 1 always less than 1 always equal to 1 equal to or less than 1 equal to or gi eater than 1 ANSWER DOWNLOAD EXAMIANS APP
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