Soil Mechanics and Foundation With the increase in the amount of compaction energy optimum water content decreases but maximum dry density increases both optimum water content and maximum dry density increase both optimum water content and maximum dry density decrease[ES 93] optimum water content increases but maximum dry density decreases optimum water content decreases but maximum dry density increases both optimum water content and maximum dry density increase both optimum water content and maximum dry density decrease[ES 93] optimum water content increases but maximum dry density decreases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 0.028 0.28 0.036 036 0.028 0.28 0.036 036 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a deposit of normally consolidated clay effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress and water content increase with depth but undrained strength decreases with depth effective stress, water content and undrained strength decrease with depth effective stress and undrained strength increase with depth but water content decreases with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress and water content increase with depth but undrained strength decreases with depth effective stress, water content and undrained strength decrease with depth effective stress and undrained strength increase with depth but water content decreases with depth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The clay mineral with the largest swelling and shrinkage characteristics is kaolinite None of these montmorillonite illite kaolinite None of these montmorillonite illite ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation When the degree of saturation is zero, the soil mass under consideration represents one phase system two phase system with soil and water three phase system two phase system with soil and air one phase system two phase system with soil and water three phase system two phase system with soil and air ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The most suitable method for drainage of fine grained cohesive soils is vacuum method well ppint system electroosmosis method deep well system vacuum method well ppint system electroosmosis method deep well system ANSWER DOWNLOAD EXAMIANS APP
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