Soil Mechanics and Foundation If the shearing stress is zero on two planes, then the angle between the two planes is 225° 135° 45° 90° 225° 135° 45° 90° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by 40% 30% 50% 20% 40% 30% 50% 20% ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following is a measure of particle size range ? None of these uniformity coefficient effective size coefficient of curvature None of these uniformity coefficient effective size coefficient of curvature ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A cylindrical specimen of saturated soil failed under an axial vertical stress of 100kN/m2 when it was laterally unconfmed. The failure plane was inclined to the horizontal plane at an angle of 45°. The values of cohesion and angle of internal friction for the soil are respectively 0.2 N/mm² and 0° 0.05 N/mm² and 0° 0.5 N/mm² and 30° 0.05 N/mm² and 45° 0.2 N/mm² and 0° 0.05 N/mm² and 0° 0.5 N/mm² and 30° 0.05 N/mm² and 45° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Quick sand is a type of sand flow condition occurring in both cohesive and cohesionless soils flow condition occurring in cohesionless soils flow condition occurring in cohesive soils type of sand flow condition occurring in both cohesive and cohesionless soils flow condition occurring in cohesionless soils flow condition occurring in cohesive soils ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is 1 between 0 and 1 greater than 1 [CS 95] zero 1 between 0 and 1 greater than 1 [CS 95] zero ANSWER DOWNLOAD EXAMIANS APP
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