Soil Mechanics and Foundation The water content of soil, which represents the boundary between plastic state and liquid state, is known as plastic limit plasticity index shrinkage limit liquid limit plastic limit plasticity index shrinkage limit liquid limit 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 both the active and passive earth pressures less than active earth pressure but greater than passive earth pressure greater than active earth pressure but less than passive earth pressure greater than both the active earth pressure and passive earth pressure less than both the active and passive earth pressures less than active earth pressure but greater than passive earth pressure ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Degree of consolidation is directly proportional to drainage path and inversely proportional to time directly proportional to time and inversely proportional to square of drainage path directly proportional to time and inversely proportional to drainage path directly proportional to square of drainage path and inversely proportional to time directly proportional to drainage path and inversely proportional to time directly proportional to time and inversely proportional to square of drainage path directly proportional to time and inversely proportional to drainage path directly proportional to square of drainage path and inversely proportional to time 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 and water content increase with depth but undrained strength decreases with depth effective stress, water content and undrained strength decrease with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress and undrained strength increase with depth but water content decreases 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 increases with depth but water content of soil and un-drained strength decrease with depth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is 45° 90° 22.5° 0° 45° 90° 22.5° 0° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is most accurate for the determination of the water content of soil ? sand bath method pycnometer method calcium carbide method oven drying method sand bath method pycnometer method calcium carbide method oven drying method ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS