Soil Mechanics and Foundation The total discharge from two wells situated near to each other is less than the sum of the discharges from individual wells sum of the discharges from individual wells greater than the sum of the discharges from individual wells equal to larger of the two discharges from individual wells less than the sum of the discharges from individual wells sum of the discharges from individual wells greater than the sum of the discharges from individual wells equal to larger of the two discharges from individual wells ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Terzaghi’s theory of one dimensional consolidation assumes Water and soil particles are incompressible Soil is homogeneous and fully saturated Deformation of the soil, is entirely due to change in volume All listed here Water and soil particles are incompressible Soil is homogeneous and fully saturated Deformation of the soil, is entirely due to change in volume All listed here ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A retaining wall 6m high supports a backfill with a surcharge angle of 10°. The back of the wall is inclined to the vertical at a positive batter angle of 5°. If the angle of wall friction is 7°, then the resultant active earth pressure will act at a distance of 2 m above the base and inclined to the horizontal at an angle of 7° 17° 10° 12° 7° 17° 10° 12° 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° 0.05 N/mm² and 45° 0.5 N/mm² and 30° 0.2 N/mm² and 0° 0.05 N/mm² and 0° 0.05 N/mm² and 45° 0.5 N/mm² and 30° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rankine’s theory of earth pressure assumes that the back of the wall is plane and rough vertical and smooth vertical and rough plane and smooth plane and rough vertical and smooth vertical and rough plane and smooth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The total and effective stresses at a depth of 5 m below the top level of water in a swimming pool are respectively zero and zero 1.0 kg/cm² and 0.5 kg/cm² 0.5 kg/cm² and zero 0.5 kg/cm² and 0.5 kg/cm² zero and zero 1.0 kg/cm² and 0.5 kg/cm² 0.5 kg/cm² and zero 0.5 kg/cm² and 0.5 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS