Soil Mechanics and Foundation Bishop’s method of stability analysis 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 neglects the effect of forces acting on the sides of the slices All of these is more conservative ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A grillage foundation Consists of two sets of perpendicularly placed steel beams All of these Is treated as spread foundation Is provided for heavily loaded isolated columns Consists of two sets of perpendicularly placed steel beams All of these Is treated as spread foundation Is provided for heavily loaded isolated columns ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following soils has more plasticity index ? clay gravel sand silt clay gravel sand silt ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of permeability of soil None of these does not depend upon temperature increases with the increase in temperature increases with the decrease in temperature None of these does not depend upon temperature increases with the increase in temperature increases with the decrease in temperature ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rise of water table above the ground surface causes Decrease in pore water pressure but increase in total stress Increase in pore water pressure but decrease in total stress Equal decrease in pore water pressure and total stress Equal increase 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 decrease in pore water pressure and total stress Equal increase in pore water pressure and total stress ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is 30 mm 50 mm 167 mm 15 mm 30 mm 50 mm 167 mm 15 mm ANSWER DOWNLOAD EXAMIANS APP
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