Soil Mechanics and Foundation The most suitable method for drainage of fine grained cohesive soils is deep well system electroosmosis method vacuum method well ppint system deep well system electroosmosis method vacuum method well ppint system ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Bishop’s method of stability analysis neglects the effect of forces acting on the sides of the slices assumes the slip surface as an arc of a circle is more conservative All of these neglects the effect of forces acting on the sides of the slices assumes the slip surface as an arc of a circle is more conservative All of these 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 less than that perpendicular to stratification Parallel to stratification is always greater 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 less than that perpendicular to stratification Parallel to stratification is always greater than that perpendicular to stratification ANSWER DOWNLOAD EXAMIANS APP
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 drainage path 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 drainage path and inversely proportional to time directly proportional to time and inversely proportional to drainage path directly proportional to time and inversely proportional to square of drainage path directly proportional to square of drainage path and inversely proportional to time ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be less than 300 mm between 750 mm and 1 m greater than 1 m between 300 mm and 750 mm less than 300 mm between 750 mm and 1 m greater than 1 m between 300 mm and 750 mm 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
EXAMIANS