Soil Mechanics and Foundation Coefficient of consolidation of a soil is affected by None of these compressibility both compressibility and permeability permeability None of these compressibility both compressibility and permeability permeability ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Within the consolidation process of a saturated clay both neutral pressure and effective pressure decrease both neutral pressure and effective pressure increase a gradual decrease in neutral pressure and a gradual increase in effective pressure takes place and sum of the two is constant a gradual increase in neutral pressure and a gradual decrease in effective pressure takes place and sum of the two is constant both neutral pressure and effective pressure decrease both neutral pressure and effective pressure increase a gradual decrease in neutral pressure and a gradual increase in effective pressure takes place and sum of the two is constant a gradual increase in neutral pressure and a gradual decrease in effective pressure takes place and sum of the two is constant ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation At liquid limit, all soils possess 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 same shear strength of large magnitude different shear strengths of large magnitude 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 liquid limit plastic limit shrinkage limit plasticity index liquid limit plastic limit shrinkage limit plasticity index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively.If other things remain constant, the coefficient of permeability increases by 33.3% increases by 25% increases by 50% decreases by 33.3% increases by 33.3% increases by 25% increases by 50% decreases by 33.3% ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation for clays normally remains constant at all liquid limits decreases with increase in liquid limit increases with increase in liquid limit first increases and then decreases with increase in liquid limit remains constant at all liquid limits decreases with increase in liquid limit increases with increase in liquid limit first increases and then decreases with increase in liquid limit ANSWER DOWNLOAD EXAMIANS APP
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