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 50% decreases by 33.3% increases by 25% increases by 33.3% increases by 50% decreases by 33.3% increases by 25% ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear remains unchanged first increases and then decreases increases decreases remains unchanged first increases and then decreases increases decreases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A grillage foundation All of these Is provided for heavily loaded isolated columns Consists of two sets of perpendicularly placed steel beams Is treated as spread foundation All of these Is provided for heavily loaded isolated columns Consists of two sets of perpendicularly placed steel beams Is treated as spread foundation ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a soil is inversely proportional to the compression index directly proportional to the voids ratio None of these directly proportional to the compression index inversely proportional to the compression index directly proportional to the voids ratio None of these directly proportional to the compression index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The shear strength of a soil Decreases with increase in normal stress Decreases with decrease in normal stress Is directly proportional to the angle of internal friction of the soil Is inversely proportional to the angle of internal friction of the soil Decreases with increase in normal stress Decreases with decrease in normal stress Is directly proportional to the angle of internal friction of the soil Is inversely proportional to the angle of internal friction of the soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation According to IS classification, the range of silt size particles is 4.75 mm to 2.00 mm 0.425 mm to 0.075 mm 2.00 mm to 0.425 mm 0.075 mm to 0.002 mm 4.75 mm to 2.00 mm 0.425 mm to 0.075 mm 2.00 mm to 0.425 mm 0.075 mm to 0.002 mm ANSWER DOWNLOAD EXAMIANS APP
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