Soil Mechanics and Foundation Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by 20% 50% 30% 40% 20% 50% 30% 40% ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Toughness index is defined as the ratio of plasticity index to flow index plasticity index to consistency index consistency index to liquidity index liquidity index to flow index plasticity index to flow index plasticity index to consistency index consistency index to liquidity index liquidity index to flow index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a structure resting on a soil Increases with the decrease in the porosity of the soil Increases with the increase in the initial voids ratio Decreases with the decrease in the plastic limit Decreases with the increase in the initial voids ratio Increases with the decrease in the porosity of the soil Increases with the increase in the initial voids ratio Decreases with the decrease in the plastic limit Decreases with the increase in the initial voids ratio ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The hydrometer method of sedimentation analysis differs from the pipette analysis mainly in the principle of test the method of preparation of soil suspension the method of taking observations All of these the principle of test the method of preparation of soil suspension the method of taking observations All of these 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 0.05 N/mm² and 45° 0.05 N/mm² and 0° 0.2 N/mm² and 0° 0.5 N/mm² and 30° 0.05 N/mm² and 45° 0.05 N/mm² and 0° 0.2 N/mm² and 0° 0.5 N/mm² and 30° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A plane inclined at an angle ‘φ’ to the horizontal at which the soil is expected to stay in the absence of any lateral support, is known as The φ line Natural slope line All listed here Repose line The φ line Natural slope line All listed here Repose line ANSWER DOWNLOAD EXAMIANS APP
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