Soil Mechanics and Foundation Voids ratio of a soil mass can 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 never be greater than unity be zero ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a deposit of normally consolidated clay effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress, water content and undrained strength decrease with depth effective stress and undrained strength increase with depth but water content decreases with depth effective stress and water content increase with depth but undrained strength decreases with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress, water content and undrained strength decrease with depth effective stress and undrained strength increase with depth but water content decreases with depth effective stress and water content increase with depth but undrained strength decreases with depth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is 0° 90° 22.5° 45° 0° 90° 22.5° 45° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is more suitable for the determination of permeability of clayey soil ? horizontal permeability test None of these falling head method constant head method horizontal permeability test None of these falling head method constant head method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The rise of water table below the foundation influences the bearing capacity of soil mainly by reducing cohesion and effective angle of shearing resistance cohesion and effective unit weight of soil effective angle of shearing resistance effective unit weight of soil and effective angle of shearing resistance cohesion and effective angle of shearing resistance cohesion and effective unit weight of soil effective angle of shearing resistance effective unit weight of soil and effective angle of shearing resistance ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Constant head permeameter is used to test permeability of clay silt fine sand coarse sand clay silt fine sand coarse sand ANSWER DOWNLOAD EXAMIANS APP
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