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 time pore water pressure with depth effective stress with depth effective stress with time pore water pressure with time pore water pressure with depth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation When the degree of saturation is zero, the soil mass under consideration represents one phase system three phase system two phase system with soil and air two phase system with soil and water one phase system three phase system two phase system with soil and air two phase system with soil and water ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Hydrometer readings are corrected for: Temperature, meniscus and dispersing agent corrections Meniscus correction Temperature correction Dispersing agent correction Temperature, meniscus and dispersing agent corrections Meniscus correction Temperature correction Dispersing agent correction 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 ML SL CH MH ML SL CH MH ANSWER DOWNLOAD EXAMIANS APP
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