Soil Mechanics and Foundation Bishop’s method of stability analysis neglects the effect of forces acting on the sides of the slices All of these is more conservative assumes the slip surface as an arc of a circle neglects the effect of forces acting on the sides of the slices All of these is more conservative assumes the slip surface as an arc of a circle ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is best suited for determination of permeability of coarse-grained soils ? both the above falling head method constant head method None of these both the above falling head method constant head method None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The hydrometer method of sedimentation analysis differs from the pipette analysis mainly in the method of preparation of soil suspension All of these the method of taking observations the principle of test the method of preparation of soil suspension All of these the method of taking observations the principle of test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is 2 -2 0.5 -0.5 2 -2 0.5 -0.5 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 undrained test consolidated undrained test consolidated drained test unconsolidated drained test unconsolidated undrained test consolidated undrained test consolidated drained test unconsolidated drained test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rise of water table above the ground surface causes Increase in pore water pressure but decrease in total stress Equal increase in pore water pressure and total stress Equal decrease in pore water pressure and total stress Decrease in pore water pressure but increase in total stress Increase in pore water pressure but decrease in total stress Equal increase in pore water pressure and total stress Equal decrease in pore water pressure and total stress Decrease in pore water pressure but increase in total stress ANSWER DOWNLOAD EXAMIANS APP
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