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 solid state semi-solid state liquid state plastic state solid state semi-solid state liquid state plastic state ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation At liquid limit, all soils possess same shear strength of large magnitude different shear strengths of large magnitude same shear strength of small magnitude different shear strengths of small magnitude same shear strength of large magnitude different shear strengths of large magnitude same shear strength of small magnitude different shear strengths of small magnitude ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the voids of a soil mass are full of air only, the soil is termed as air entrained soil dry soil dehydrated soil partially saturated soil air entrained soil dry soil dehydrated soil partially saturated soil 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° 0.5 N/mm² and 30° 0.05 N/mm² and 45° 0.2 N/mm² and 0° 0.05 N/mm² and 0° 0.5 N/mm² and 30° 0.05 N/mm² and 45° 0.2 N/mm² and 0° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Time factor for a clay layer is directly proportional to permeability of soil a dimensional parameter inversely proportional to drainage path independent of thickness of clay layer directly proportional to permeability of soil a dimensional parameter inversely proportional to drainage path independent of thickness of clay layer ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Sand particles are made of montmorillonite illite rock minerals kaolinite montmorillonite illite rock minerals kaolinite ANSWER DOWNLOAD EXAMIANS APP
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