Soil Mechanics and Foundation The ratio of volume of voids to the total volume of soil mass is called percentage air voids porosity voids ratio air content percentage air voids porosity voids ratio air content ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Physical properties of a permeant which influence permeability are None of these viscosity only both viscosity and unit weight unit weight only None of these viscosity only both viscosity and unit weight unit weight only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear remains unchanged increases first increases and then decreases decreases remains unchanged increases first increases and then decreases decreases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is zero between 0 and 1 greater than 1 [CS 95] 1 zero between 0 and 1 greater than 1 [CS 95] 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is 3 43832 43833 1 3 43832 43833 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Highway Research Board (HRB) classification of soils is based on plasticity characteristics None of these particle size composition both particle size composition and plasticity characteristics plasticity characteristics None of these particle size composition both particle size composition and plasticity characteristics ANSWER DOWNLOAD EXAMIANS APP
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