Soil Mechanics and Foundation Degree of consolidation is directly proportional to drainage path and inversely proportional to time directly proportional to time and inversely proportional to square of drainage path directly proportional to square of drainage path and inversely proportional to time directly proportional to time and inversely proportional to drainage path directly proportional to drainage path and inversely proportional to time directly proportional to time and inversely proportional to square of drainage path directly proportional to square of drainage path and inversely proportional to time directly proportional to time and inversely proportional to drainage path 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 falling head method None of these constant head method horizontal permeability test falling head method None of these constant head method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is 15 mm 25 mm between 15 mm and 25 mm greater than 25 mm 15 mm 25 mm between 15 mm and 25 mm greater than 25 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Residual soils are formed by None of these water wind glaciers None of these water wind glaciers ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The angle that Coulomb’s failure envelope makes with the horizontal is called None of these cohesion angle of repose angle of internal friction None of these cohesion angle of repose angle of internal friction ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The major principal stress in an element of cohesion-less soil within the backfill of a retaining wall is Vertical if the soil is in an active state of plastic equilibrium Vertical if the soil is in a passive state of plastic equilibrium None of these Inclined at 45° to the vertical plane Vertical if the soil is in an active state of plastic equilibrium Vertical if the soil is in a passive state of plastic equilibrium None of these Inclined at 45° to the vertical plane ANSWER DOWNLOAD EXAMIANS APP
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