Soil Mechanics and Foundation The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is 1 43833 3 43832 1 43833 3 43832 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 0.28 0.036 0.028 036 0.28 0.036 0.028 036 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Constant head permeameter is used to test permeability of clay coarse sand silt fine sand clay coarse sand silt fine sand ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which one of the following clays behaves like a dense sand ? over-consolidated ciay with a high over-consolidation ratio over-consolidated clay with a low over-consolidation ratio normally consolidated clay under-consolidated clay over-consolidated ciay with a high over-consolidation ratio over-consolidated clay with a low over-consolidation ratio normally consolidated clay under-consolidated clay ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on horizontal plane only all planes except horizontal and vertical planes both horizontal and vertical planes vertical plane only horizontal plane only all planes except horizontal and vertical planes both horizontal and vertical planes vertical plane only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Compressibility of sandy soils is much greater than that of clayey soils None of these much less than that of clayey soils almost equal to that of clayey soils much greater than that of clayey soils None of these much less than that of clayey soils almost equal to that of clayey soils ANSWER DOWNLOAD EXAMIANS APP
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