Soil Mechanics and Foundation Physical properties of a permeant which influence permeability are None of these both viscosity and unit weight unit weight only viscosity only None of these both viscosity and unit weight unit weight only viscosity only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Contact pressure beneath a rigid footing resting on cohesive soil is more at edges compared to middle None of these less at edges compared to middle uniform throughout more at edges compared to middle None of these less at edges compared to middle uniform throughout ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Uniformity coefficient of a soil is always equal to 1 always less than 1 equal to or gi eater than 1 equal to or less than 1 always equal to 1 always less than 1 equal to or gi eater than 1 equal to or less than 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coarse grained soils are best compacted by a sheep’s foot roller drum roller vibratory roller rubber tyred roller sheep’s foot roller drum roller vibratory roller rubber tyred roller 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 Total number of stress components at a point within a soil mass loaded at its boundary is 6 9 16 3 6 9 16 3 ANSWER DOWNLOAD EXAMIANS APP
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