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% increases by 33.3% decreases by 33.3% increases by 50% increases by 25% increases by 33.3% decreases by 33.3% increases by 50% ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Bishop’s method of stability analysis All of these assumes the slip surface as an arc of a circle neglects the effect of forces acting on the sides of the slices is more conservative All of these assumes the slip surface as an arc of a circle neglects the effect of forces acting on the sides of the slices is more conservative ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Unconfmed compressive strength test is undrained test consolidated undrained test drained test consolidated drained test undrained test consolidated undrained test drained test consolidated drained test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation When the degree of saturation is zero, the soil mass under consideration represents one phase system three phase system two phase system with soil and air two phase system with soil and water one phase system three phase system two phase system with soil and air two phase system with soil and water ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation With the increase in the amount of compaction energy optimum water content decreases but maximum dry density increases both optimum water content and maximum dry density decrease[ES 93] both optimum water content and maximum dry density increase optimum water content increases but maximum dry density decreases optimum water content decreases but maximum dry density increases both optimum water content and maximum dry density decrease[ES 93] both optimum water content and maximum dry density increase optimum water content increases but maximum dry density decreases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coarse grained soils are best compacted by a rubber tyred roller sheep’s foot roller drum roller vibratory roller rubber tyred roller sheep’s foot roller drum roller vibratory roller ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS