Soil Mechanics and Foundation Compressibility of sandy soils is much greater than that of clayey soils almost equal to that of clayey soils None of these much less than that of clayey soils much greater than that of clayey soils almost equal to that of clayey soils None of these much less than that of clayey soils ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation At liquid limit, all soils possess same shear strength of small magnitude different shear strengths of large magnitude same shear strength of large magnitude different shear strengths of small magnitude same shear strength of small magnitude different shear strengths of large magnitude same shear strength of large magnitude different shear strengths of small magnitude 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 0.5 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° 0.05 N/mm² and 0° 0.05 N/mm² and 45° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The angle that Coulomb’s failure envelope makes with the horizontal is called None of these angle of repose angle of internal friction cohesion None of these angle of repose angle of internal friction cohesion ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The water content of soil, which represents the boundary between plastic state and liquid state, is known as shrinkage limit plasticity index liquid limit plastic limit shrinkage limit plasticity index liquid limit plastic limit 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 3 16 6 9 3 16 6 9 ANSWER DOWNLOAD EXAMIANS APP
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