Soil Mechanics and Foundation Sand particles are made of montmorillonite kaolinite rock minerals illite montmorillonite kaolinite rock minerals illite ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as non-plastic (NP) negative zero 1 non-plastic (NP) negative zero 1 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° 0.05 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° 0.2 N/mm² and 0° ANSWER DOWNLOAD EXAMIANS APP
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 The ultimate consolidation settlement of a soil is directly proportional to the voids ratio inversely proportional to the compression index directly proportional to the compression index None of these directly proportional to the voids ratio inversely proportional to the compression index directly proportional to the compression index None of these 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 liquid state solid state plastic state semi-solid state liquid state solid state plastic state ANSWER DOWNLOAD EXAMIANS APP
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