Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 0.036 0.028 036 0.28 0.036 0.028 036 0.28 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 None of these It can be performed under all three drainage conditions with complete control 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 Precise measurement of pore pressure and change in volume during test, is not possible ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Inorganic soils with low compressibility are represented by ML CH SL MH ML CH SL MH ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Sensitivity of a soil can be defined as ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state percentage of volume change of soil under saturated condition ratio of volume of voids to volume of solids None of these ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state percentage of volume change of soil under saturated condition ratio of volume of voids to volume of solids None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the water table rises upto ground surface, then the effective stress is reduced due to decrease in total stress only but pore water pressure does not change total stress is increased due to decrease in pore water pressure but effective stress does not change effective stress is reduced due to increase in pore water pressure only but total stress does not change total stress is reduced due to increase in pore water pressure only but effective stress does not change effective stress is reduced due to decrease in total stress only but pore water pressure does not change total stress is increased due to decrease in pore water pressure but effective stress does not change effective stress is reduced due to increase in pore water pressure only but total stress does not change total stress is reduced due to increase in pore water pressure only but effective stress does not change ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is 15 mm greater than 25 mm 25 mm between 15 mm and 25 mm 15 mm greater than 25 mm 25 mm between 15 mm and 25 mm ANSWER DOWNLOAD EXAMIANS APP
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