Soil Mechanics and Foundation The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is 43832 1 43833 3 43832 1 43833 3 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The angle that Coulomb’s failure envelope makes with the horizontal is called None of these angle of internal friction cohesion angle of repose None of these angle of internal friction cohesion angle of repose ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Compressibility of sandy soils is almost equal to that of clayey soils None of these much greater than that of clayey soils much less than that of clayey soils almost equal to that of clayey soils None of these much greater than that of clayey soils much less than that of clayey soils 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 If the plasticity index of a soil mass is zero, the soil is clay clayey silt sand silt clay clayey silt sand silt ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For proper field control, which of the following methods is best suited for quick determination of water content of a soil mass ? calcium carbide method alcohol method oven drying method sand bath method calcium carbide method alcohol method oven drying method sand bath method ANSWER DOWNLOAD EXAMIANS APP
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