Soil Mechanics and Foundation Which of the following is a measure of particle size range ? uniformity coefficient None of these effective size coefficient of curvature uniformity coefficient None of these effective size coefficient of curvature ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the plasticity index of a soil mass is zero, the soil is sand clayey silt silt clay sand clayey silt silt clay ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as non-plastic (NP) negative zero 1 non-plastic (NP) negative zero 1 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 and water content increase with depth but undrained strength decreases with depth effective stress and undrained strength increase with depth but water content decreases with depth effective stress, water content and undrained strength decrease with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress and water content increase with depth but undrained strength decreases with depth effective stress and undrained strength increase with depth but water content decreases with depth effective stress, water content and undrained strength decrease with depth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a structure resting on a soil Increases with the decrease in the porosity of the soil Decreases with the increase in the initial voids ratio Decreases with the decrease in the plastic limit Increases with the increase in the initial voids ratio Increases with the decrease in the porosity of the soil Decreases with the increase in the initial voids ratio Decreases with the decrease in the plastic limit Increases with the increase in the initial voids ratio ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A plane inclined at an angle ‘φ’ to the horizontal at which the soil is expected to stay in the absence of any lateral support, is known as The φ line All listed here Repose line Natural slope line The φ line All listed here Repose line Natural slope line ANSWER DOWNLOAD EXAMIANS APP