Soil Mechanics and Foundation Which of the following methods is more suitable for the determination of permeability of clayey soil ? None of these constant head method falling head method horizontal permeability test None of these constant head method falling head method horizontal permeability test 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 negative 1 non-plastic (NP) zero negative 1 non-plastic (NP) zero ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Effective stress is a physical parameter that can be measured important because it is a function of engineering properties of soil All of these the stress at particles contact a physical parameter that can be measured important because it is a function of engineering properties of soil All of these the stress at particles contact ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Water content of soil can be greater than 100 % take values only from 0 % to 100 % be less than 0 % never be greater than 100 % be greater than 100 % take values only from 0 % to 100 % be less than 0 % never be greater than 100 % 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 40 mm 20 mm None of these 10 mm 40 mm 20 mm None of these 10 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is 6 months 3 months 24 months 12 months 6 months 3 months 24 months 12 months ANSWER DOWNLOAD EXAMIANS APP
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