Soil Mechanics and Foundation Water content of soil can take values only from 0 % to 100 % be greater than 100 % never be greater than 100 % be less than 0 % take values only from 0 % to 100 % be greater than 100 % never be greater than 100 % be less than 0 % ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the shearing stress is zero on two planes, then the angle between the two planes is 135° 225° 45° 90° 135° 225° 45° 90° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is 20 mm 10 mm None of these 40 mm 20 mm 10 mm None of these 40 mm 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 Precise measurement of pore pressure and change in volume during test, is not possible None of these It can be performed under all three drainage conditions with complete control Stress distribution on the failure plane, is non uniform Precise measurement of pore pressure and change in volume during test, is not possible None of these It can be performed under all three drainage conditions with complete control ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For a loose sand sample and a dense sand sample consolidated to the same effective stress ultimate strength is same but peak strength of dense sand is greater than that of loose sand ultimate strength is same but peak ultimate strength is same and also peak strength is same ultimate strength is different but peak strength is same ultimate strength is same but peak strength of dense sand is greater than that of loose sand ultimate strength is same but peak ultimate strength is same and also peak strength is same ultimate strength is different but peak strength is same ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rankine’s theory of earth pressure assumes that the back of the wall is plane and rough vertical and smooth vertical and rough plane and smooth plane and rough vertical and smooth vertical and rough plane and smooth ANSWER DOWNLOAD EXAMIANS APP
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