Soil Mechanics and Foundation Coefficient of earth pressure at rest is less than active earth pressure but greater than passive earth pressure greater than both the active earth pressure and passive earth pressure less than both the active and passive earth pressures greater than active earth pressure but less than passive earth pressure less than active earth pressure but greater than passive earth pressure greater than both the active earth pressure and passive earth pressure less than both the active and passive earth pressures greater than active earth pressure but less than passive earth pressure ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Voids ratio of a soil mass can never be greater than unity be zero take values between 0 and 1 only take any value greater than zero never be greater than unity be zero take values between 0 and 1 only take any value greater than zero ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a triaxial compression test when drainage is allowed during the first stage (i. e. application of cell pressure) only and not during the second stage (i.e. application of deviator stress at constant cell pressure), the test is known as unconsolidated drained test unconsolidated undrained test consolidated drained test consolidated undrained test unconsolidated drained test unconsolidated undrained test consolidated drained test consolidated undrained test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Physical properties of a permeant which influence permeability are both viscosity and unit weight None of these viscosity only unit weight only both viscosity and unit weight None of these viscosity only unit weight only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are 0.0 and 1.0 1.0 and 0.0 0.5 and 1.0 1.0 and 0.5 0.0 and 1.0 1.0 and 0.0 0.5 and 1.0 1.0 and 0.5 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in solid state liquid state plastic state semi-solid state solid state liquid state plastic state semi-solid state ANSWER DOWNLOAD EXAMIANS APP
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