Soil Mechanics and Foundation Coarse grained soils are best compacted by a drum roller sheep’s foot roller vibratory roller rubber tyred roller drum roller sheep’s foot roller vibratory roller rubber tyred roller ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is 0.5 2 -2 -0.5 0.5 2 -2 -0.5 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Relative density of a compacted dense sand is approximately equal to 0.6 1.2 0.95 0.4 0.6 1.2 0.95 0.4 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The hydrometer method of sedimentation analysis differs from the pipette analysis mainly in All of these the principle of test the method of preparation of soil suspension the method of taking observations All of these the principle of test the method of preparation of soil suspension the method of taking observations 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
Soil Mechanics and Foundation Shear strength of a soil is a unique function of both effective stress and total stress effective stress only total stress only None of these both effective stress and total stress effective stress only total stress only None of these ANSWER DOWNLOAD EXAMIANS APP
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