Soil Mechanics and Foundation Bishop’s method of stability analysis assumes the slip surface as an arc of a circle All of these is more conservative neglects the effect of forces acting on the sides of the slices assumes the slip surface as an arc of a circle All of these is more conservative neglects the effect of forces acting on the sides of the slices ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The slope of isochrone at any point at a given time indicates the rate of change of pore water pressure with depth effective stress with time pore water pressure with time effective stress with depth pore water pressure with depth effective stress with time pore water pressure with time effective stress with depth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the permeability of a soil is 0.8 mm/sec, the type of soil is sand gravel silt clay sand gravel silt clay ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is 22.0 kN/m3 23.2 kN/m3 18.6 kN/m3 20.0 kN/m3 22.0 kN/m3 23.2 kN/m3 18.6 kN/m3 20.0 kN/m3 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Time factor for a clay layer is directly proportional to permeability of soil a dimensional parameter inversely proportional to drainage path independent of thickness of clay layer directly proportional to permeability of soil a dimensional parameter inversely proportional to drainage path independent of thickness of clay layer ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A tri-axial shear test is preferred to direct shear test, because Stress distribution on the failure plane, is non uniform It can be performed under all three drainage conditions with complete control None of these Precise measurement of pore pressure and change in volume during test, is not possible Stress distribution on the failure plane, is non uniform It can be performed under all three drainage conditions with complete control None of these Precise measurement of pore pressure and change in volume during test, is not possible ANSWER DOWNLOAD EXAMIANS APP
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