Soil Mechanics and Foundation The slope of isochrone at any point at a given time indicates the rate of change of effective stress with depth effective stress with time pore water pressure with depth pore water pressure with time effective stress with depth effective stress with time pore water pressure with depth pore water pressure with time ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation When the degree of saturation is zero, the soil mass under consideration represents two phase system with soil and air three phase system two phase system with soil and water one phase system two phase system with soil and air three phase system two phase system with soil and water one phase system ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Hydrometer readings are corrected for: Dispersing agent correction Temperature correction Meniscus correction Temperature, meniscus and dispersing agent corrections Dispersing agent correction Temperature correction Meniscus correction Temperature, meniscus and dispersing agent corrections 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 Inorganic soils with low compressibility are represented by MH ML CH SL MH ML CH SL ANSWER DOWNLOAD EXAMIANS APP