Soil Mechanics and Foundation Which of the following methods is most accurate for the determination of the water content of soil ? oven drying method sand bath method pycnometer method calcium carbide method oven drying method sand bath method pycnometer method calcium carbide method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Degree of consolidation is directly proportional to square of drainage path and inversely proportional to time directly proportional to time and inversely proportional to drainage path 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 square of drainage path and inversely proportional to time directly proportional to time and inversely proportional to drainage path directly proportional to drainage path and inversely proportional to time directly proportional to time and inversely proportional to square of drainage path ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is 23.2 kN/m3 22.0 kN/m3 18.6 kN/m3 20.0 kN/m3 23.2 kN/m3 22.0 kN/m3 18.6 kN/m3 20.0 kN/m3 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The rise of water table below the foundation influences the bearing capacity of soil mainly by reducing cohesion and effective unit weight of soil cohesion and effective angle of shearing resistance effective angle of shearing resistance effective unit weight of soil and effective angle of shearing resistance cohesion and effective unit weight of soil cohesion and effective angle of shearing resistance effective angle of shearing resistance effective unit weight of soil and effective angle of shearing resistance ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Quick sand is a type of sand flow condition occurring in cohesive soils flow condition occurring in both cohesive and cohesionless soils flow condition occurring in cohesionless soils type of sand flow condition occurring in cohesive soils flow condition occurring in both cohesive and cohesionless soils flow condition occurring in cohesionless soils 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 None of these 10 mm 20 mm 40 mm None of these 10 mm 20 mm 40 mm ANSWER DOWNLOAD EXAMIANS APP
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