Soil Mechanics and Foundation
Compressibility of sandy soils is

None of these
much less than that of clayey soils
much greater than that of clayey soils
almost equal to that of clayey soils

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
A tri-axial shear test is preferred to direct shear test, because

Precise measurement of pore pressure and change in volume during test, is not possible
Stress distribution on the failure plane, is non uniform
None of these
It can be performed under all three drainage conditions with complete control

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
Degree of consolidation is

directly proportional to time and inversely proportional to drainage path
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 drainage path and inversely proportional to time

ANSWER DOWNLOAD EXAMIANS APP