Soil Mechanics and Foundation If the shearing stress is zero on two planes, then the angle between the two planes is 45° 225° 135° 90° 45° 225° 135° 90° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively. If other things remain constant, the coefficient of permeability decreases by 33.3% increases by 25% increases by 33.3% increases by 50% decreases by 33.3% increases by 25% increases by 33.3% increases by 50% ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The admixture of coarser particles like sand or silt to clay causes decrease in both liquid limit and plasticity index decrease in liquid limit and no change in plasticity index increase in both liquid limit and plasticity index decrease in liquid limit and increase in plasticity index decrease in both liquid limit and plasticity index decrease in liquid limit and no change in plasticity index increase in both liquid limit and plasticity index decrease in liquid limit and increase in plasticity index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is PI>27 0 < PI < 7 7 17 PI>27 0 < PI < 7 7 17 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is more suitable for the determination of permeability of clayey soil ? horizontal permeability test None of these constant head method falling head method horizontal permeability test None of these constant head method falling head method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The most suitable method for drainage of fine grained cohesive soils is well ppint system electroosmosis method vacuum method deep well system well ppint system electroosmosis method vacuum method deep well system ANSWER DOWNLOAD EXAMIANS APP
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