Soil Mechanics and Foundation The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to 1.0m 3m 2.0m 1.5m 1.0m 3m 2.0m 1.5m 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 25% decreases by 33.3% increases by 33.3% increases by 50% increases by 25% decreases by 33.3% increases by 33.3% increases by 50% ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Effective stress is the stress at particles contact important because it is a function of engineering properties of soil a physical parameter that can be measured All of these the stress at particles contact important because it is a function of engineering properties of soil a physical parameter that can be measured All of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation According to IS classification, the range of silt size particles is 2.00 mm to 0.425 mm 4.75 mm to 2.00 mm 0.425 mm to 0.075 mm 0.075 mm to 0.002 mm 2.00 mm to 0.425 mm 4.75 mm to 2.00 mm 0.425 mm to 0.075 mm 0.075 mm to 0.002 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are 1.0 and 0.5 0.5 and 1.0 1.0 and 0.0 0.0 and 1.0 1.0 and 0.5 0.5 and 1.0 1.0 and 0.0 0.0 and 1.0 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Degree of consolidation is directly proportional to time and inversely proportional to square of drainage path directly proportional to time and inversely proportional to drainage path directly proportional to drainage path and inversely proportional to time directly proportional to square of drainage path and inversely proportional to time directly proportional to time and inversely proportional to square of drainage path directly proportional to time and inversely proportional to drainage path directly proportional to drainage path and inversely proportional to time directly proportional to square of drainage path and inversely proportional to time ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS