Soil Mechanics and Foundation In a deposit of normally consolidated clay 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 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 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 Which of the following is a measure of particle size range ? coefficient of curvature uniformity coefficient effective size None of these coefficient of curvature uniformity coefficient effective size None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a soil is inversely proportional to the compression index directly proportional to the voids ratio directly proportional to the compression index None of these inversely proportional to the compression index directly proportional to the voids ratio directly proportional to the compression index None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The slope of isochrone at any point at a given time indicates the rate of change of effective stress with time effective stress with depth pore water pressure with depth pore water pressure with time effective stress with time effective stress with depth pore water pressure with depth pore water pressure with time ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The total and effective stresses at a depth of 5 m below the top level of water in a swimming pool are respectively 1.0 kg/cm² and 0.5 kg/cm² 0.5 kg/cm² and zero zero and zero 0.5 kg/cm² and 0.5 kg/cm² 1.0 kg/cm² and 0.5 kg/cm² 0.5 kg/cm² and zero zero and zero 0.5 kg/cm² and 0.5 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
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