Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is 1 greater than 1 [CS 95] zero between 0 and 1 1 greater than 1 [CS 95] zero between 0 and 1 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 15 mm 30 mm 50 mm 167 mm 15 mm 30 mm 50 mm 167 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The average coefficient of permeability of natural deposits Parallel to stratification may or may not be greater than that perpendicular to stratification Is always same in both directions Parallel to stratification is always greater than that perpendicular to stratification Parallel to stratification is always less than that perpendicular to stratification Parallel to stratification may or may not be greater than that perpendicular to stratification Is always same in both directions Parallel to stratification is always greater than that perpendicular to stratification Parallel to stratification is always less than that perpendicular to stratification ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation With the increase in the amount of compaction energy both optimum water content and maximum dry density decrease[ES 93] both optimum water content and maximum dry density increase optimum water content decreases but maximum dry density increases optimum water content increases but maximum dry density decreases both optimum water content and maximum dry density decrease[ES 93] both optimum water content and maximum dry density increase optimum water content decreases but maximum dry density increases optimum water content increases but maximum dry density decreases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Valid range for S, the degree of saturation of soil in percentage is 0 ≤ S ≤ 100 S > 0 S < 0 0 < S < 100 0 ≤ S ≤ 100 S > 0 S < 0 0 < S < 100 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The total discharge from two wells situated near to each other is less than the sum of the discharges from individual wells equal to larger of the two discharges from individual wells sum of the discharges from individual wells greater than the sum of the discharges from individual wells less than the sum of the discharges from individual wells equal to larger of the two discharges from individual wells sum of the discharges from individual wells greater than the sum of the discharges from individual wells ANSWER DOWNLOAD EXAMIANS APP
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