Soil Mechanics and Foundation A tri-axial shear test is preferred to direct shear test, because Stress distribution on the failure plane, is non uniform It can be performed under all three drainage conditions with complete control None of these Precise measurement of pore pressure and change in volume during test, is not possible Stress distribution on the failure plane, is non uniform It can be performed under all three drainage conditions with complete control None of these Precise measurement of pore pressure and change in volume during test, is not possible ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For proper field control, which of the following methods is best suited for quick determination of water content of a soil mass ? oven drying method calcium carbide method alcohol method sand bath method oven drying method calcium carbide method alcohol method sand bath method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following types of soil is transported by gravitational forces ? talus drift dune sand loess talus drift dune sand loess ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of earth pressure at rest is less than active earth pressure but greater than passive earth pressure greater than both the active earth pressure and passive earth pressure greater than active earth pressure but less than passive earth pressure less than both the active and passive earth pressures less than active earth pressure but greater than passive earth pressure greater than both the active earth pressure and passive earth pressure greater than active earth pressure but less than passive earth pressure less than both the active and passive earth pressures 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 greater than 1 m between 300 mm and 750 mm less than 300 mm between 750 mm and 1 m greater than 1 m between 300 mm and 750 mm less than 300 mm between 750 mm and 1 m ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Contact pressure beneath a rigid footing resting on cohesive soil is uniform throughout None of these less at edges compared to middle more at edges compared to middle uniform throughout None of these less at edges compared to middle more at edges compared to middle ANSWER DOWNLOAD EXAMIANS APP
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