Soil Mechanics and Foundation Valid range for S, the degree of saturation of soil in percentage is S < 0 0 < S < 100 0 ≤ S ≤ 100 S > 0 S < 0 0 < S < 100 0 ≤ S ≤ 100 S > 0 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 Inorganic soils with low compressibility are represented by ML MH SL CH ML MH SL CH ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Stoke’s law is valid only if the size of particle is between 0.2 mm and 0.0002 mm greater than 0.2 mm All of these less than 0.0002 mm between 0.2 mm and 0.0002 mm greater than 0.2 mm All of these less than 0.0002 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 0.036 036 0.28 0.028 0.036 036 0.28 0.028 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Terzaghi’s bearing capacity factors Nc, Nq and Nr are functions of both cohesion and angle of internal friction both cohesion and angle of internal friction cohesion only angle of internal friction only both cohesion and angle of internal friction both cohesion and angle of internal friction cohesion only angle of internal friction only ANSWER DOWNLOAD EXAMIANS APP
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