Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 0.036 0.28 0.028 036 0.036 0.28 0.028 036 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 20 mm 40 mm None of these 10 mm 20 mm 40 mm None of these 10 mm 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) 1 zero negative non-plastic (NP) 1 zero negative ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation At liquid limit, all soils possess 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 same shear strength of large magnitude different shear strengths of large magnitude same shear strength of small magnitude ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Stoke’s law is valid only if the size of particle is All of these greater than 0.2 mm between 0.2 mm and 0.0002 mm less than 0.0002 mm All of these greater than 0.2 mm between 0.2 mm and 0.0002 mm less than 0.0002 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is most accurate for the determination of the water content of soil ? pycnometer method calcium carbide method sand bath method oven drying method pycnometer method calcium carbide method sand bath method oven drying method ANSWER DOWNLOAD EXAMIANS APP
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