Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 036 0.036 0.28 0.028 036 0.036 0.28 0.028 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ratio of volume of voids to the total volume of soil mass is called porosity air content percentage air voids voids ratio porosity air content percentage air voids voids ratio ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The slope of isochrone at any point at a given time indicates the rate of change of pore water pressure with depth effective stress with time effective stress with depth pore water pressure with time pore water pressure with depth effective stress with time effective stress with depth pore water pressure with time 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 -2 0.5 2 -0.5 -2 0.5 2 -0.5 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Toughness index is defined as the ratio of consistency index to liquidity index liquidity index to flow index plasticity index to consistency index plasticity index to flow index consistency index to liquidity index liquidity index to flow index plasticity index to consistency index plasticity index to flow index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A plane inclined at an angle ‘φ’ to the horizontal at which the soil is expected to stay in the absence of any lateral support, is known as All listed here Natural slope line Repose line The φ line All listed here Natural slope line Repose line The φ line ANSWER DOWNLOAD EXAMIANS APP
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