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 The water content of soil, which represents the boundary between plastic state and liquid state, is known as liquid limit plasticity index plastic limit shrinkage limit liquid limit plasticity index plastic limit shrinkage limit 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 falling head method None of these constant head method horizontal permeability test falling head method None of these constant head method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of earth pressure at rest is greater than active earth pressure but less than passive earth pressure greater than both the active earth pressure and passive earth pressure less than active earth pressure but greater than passive earth pressure less than both the active and passive earth pressures greater than active earth pressure but less than passive earth pressure greater than both the active earth pressure and passive earth pressure less than active earth pressure but greater than passive earth pressure less than both the active and passive earth pressures ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The admixture of coarser particles like sand or silt to clay causes decrease in liquid limit and increase in plasticity index decrease in both liquid limit and plasticity index increase in both liquid limit and plasticity index decrease in liquid limit and no change in plasticity index decrease in liquid limit and increase in plasticity index decrease in both liquid limit and plasticity index increase in both liquid limit and plasticity index decrease in liquid limit and no change in plasticity index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The flownet for an earthen dam with 30 m water depth consists of 25 potential drops and 5 flow channels. The coefficient of permeability of dam material is 0.03 mm/sec. The discharge per meter length of dam is 0.1125 m3/sec 0.0045 m3/sec 0.18 m3/sec 0.00018 nrVsec 0.1125 m3/sec 0.0045 m3/sec 0.18 m3/sec 0.00018 nrVsec ANSWER DOWNLOAD EXAMIANS APP