Soil Mechanics and Foundation The hydrometer method of sedimentation analysis differs from the pipette analysis mainly in the method of taking observations the method of preparation of soil suspension the principle of test All of these the method of taking observations the method of preparation of soil suspension the principle of test All of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Compressibility of sandy soils is much less than that of clayey soils None of these almost equal to that of clayey soils much greater than that of clayey soils much less than that of clayey soils None of these almost equal to that of clayey soils much greater than that of clayey soils ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is 43833 3 43832 1 43833 3 43832 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be between 300 mm and 750 mm between 750 mm and 1 m greater than 1 m less than 300 mm between 300 mm and 750 mm between 750 mm and 1 m greater than 1 m less than 300 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Total number of stress components at a point within a soil mass loaded at its boundary is 3 9 16 6 3 9 16 6 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of permeability of soil increases with the decrease in temperature increases with the increase in temperature None of these does not depend upon temperature increases with the decrease in temperature increases with the increase in temperature None of these does not depend upon temperature ANSWER DOWNLOAD EXAMIANS APP
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