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 CH MH ML SL CH MH ML SL ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Physical properties of a permeant which influence permeability are both viscosity and unit weight unit weight only None of these viscosity only both viscosity and unit weight unit weight only None of these viscosity only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Allowable bearing pressure for a foundation depends upon allowable settlement only both allowable settlement and ultimate bearing capacity ultimate bearing capacity of soil only none of above allowable settlement only both allowable settlement and ultimate bearing capacity ultimate bearing capacity of soil only none of above ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A fully saturated soil is said to be three phase system two phase system with soil and water two phase system with soil and air one phase system three phase system two phase system with soil and water two phase system with soil and air one phase system ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is zero between 0 and 1 1 greater than 1 [CS 95] zero between 0 and 1 1 greater than 1 [CS 95] ANSWER DOWNLOAD EXAMIANS APP
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