Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is between 0 and 1 1 zero greater than 1 [CS 95] between 0 and 1 1 zero greater than 1 [CS 95] ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The hydrometer method of sedimentation analysis differs from the pipette analysis mainly in the method of preparation of soil suspension All of these the principle of test the method of taking observations the method of preparation of soil suspension All of these the principle of test the method of taking observations 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 Repose line The φ line Natural slope line All listed here Repose line The φ line Natural slope line All listed here 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 50% 30% 20% 40% 50% 30% 20% 40% ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in semi-solid state solid state plastic state liquid state semi-solid state solid state plastic state liquid state ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is 22.5° 45° 0° 90° 22.5° 45° 0° 90° ANSWER DOWNLOAD EXAMIANS APP
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