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 liquid state solid state semi-solid state plastic state liquid state solid state semi-solid state plastic state ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation When the degree of saturation is zero, the soil mass under consideration represents three phase system two phase system with soil and air two phase system with soil and water one phase system three phase system two phase system with soil and air two phase system with soil and water one phase system 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 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° 0.05 N/mm² and 45° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation for clays normally decreases with increase in liquid limit first increases and then decreases with increase in liquid limit increases with increase in liquid limit remains constant at all liquid limits decreases with increase in liquid limit first increases and then decreases with increase in liquid limit increases with increase in liquid limit remains constant at all liquid limits ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is 10 mm None of these 20 mm 40 mm 10 mm None of these 20 mm 40 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the shearing stress is zero on two planes, then the angle between the two planes is 45° 135° 90° 225° 45° 135° 90° 225° ANSWER DOWNLOAD EXAMIANS APP
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