Soil Mechanics and Foundation The water content of soil, which represents the boundary between plastic state and liquid state, is known as liquid limit shrinkage limit plasticity index plastic limit liquid limit shrinkage limit plasticity index plastic limit ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ratio of volume of voids to the total volume of soil mass is called porosity percentage air voids air content voids ratio porosity percentage air voids air content voids ratio ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation At liquid limit, all soils possess same shear strength of small magnitude same shear strength of large magnitude different shear strengths of small magnitude different shear strengths of large magnitude same shear strength of small magnitude same shear strength of large magnitude different shear strengths of small magnitude different shear strengths of large magnitude ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A tri-axial shear test is preferred to direct shear test, because Stress distribution on the failure plane, is non uniform It can be performed under all three drainage conditions with complete control None of these Precise measurement of pore pressure and change in volume during test, is not possible Stress distribution on the failure plane, is non uniform It can be performed under all three drainage conditions with complete control None of these Precise measurement of pore pressure and change in volume during test, is not possible ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation According to IS classification, the range of silt size particles is 0.425 mm to 0.075 mm 2.00 mm to 0.425 mm 4.75 mm to 2.00 mm 0.075 mm to 0.002 mm 0.425 mm to 0.075 mm 2.00 mm to 0.425 mm 4.75 mm to 2.00 mm 0.075 mm to 0.002 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the degree of saturation of a partially saturated soil is 60%, then air content of the soil is 0.8 1 0.4 0.6 0.8 1 0.4 0.6 ANSWER DOWNLOAD EXAMIANS APP
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