Soil Mechanics and Foundation A grillage foundation Is provided for heavily loaded isolated columns Is treated as spread foundation Consists of two sets of perpendicularly placed steel beams All of these Is provided for heavily loaded isolated columns Is treated as spread foundation Consists of two sets of perpendicularly placed steel beams All of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the material of the base of the Casagrande liquid limit device on which the cup containing soil paste drops is softer than the standard hard rubber, then The liquid limit of soil may increase The liquid limit of soil always decreases The liquid limit of soil may decrease The liquid limit of soil always increases The liquid limit of soil may increase The liquid limit of soil always decreases The liquid limit of soil may decrease The liquid limit of soil always increases 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 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 Vertical if the soil is in an active state of plastic equilibrium ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of permeability of soil 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 None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Compressibility of sandy soils is almost equal to that of clayey soils None of these much less than that of clayey soils much greater than that of clayey soils almost equal to that of clayey soils None of these much less than that of clayey soils much greater than that of clayey soils 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 50 mm 30 mm 15 mm 167 mm 50 mm 30 mm 15 mm 167 mm ANSWER DOWNLOAD EXAMIANS APP
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