Soil Mechanics and Foundation Constant head permeameter is used to test permeability of clay silt fine sand coarse sand clay silt fine sand coarse sand ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Allowable bearing pressure for a foundation depends upon ultimate bearing capacity of soil only none of above both allowable settlement and ultimate bearing capacity allowable settlement only ultimate bearing capacity of soil only none of above both allowable settlement and ultimate bearing capacity allowable settlement only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Within the consolidation process of a saturated clay a gradual decrease in neutral pressure and a gradual increase in effective pressure takes place and sum of the two is constant a gradual increase in neutral pressure and a gradual decrease in effective pressure takes place and sum of the two is constant both neutral pressure and effective pressure decrease both neutral pressure and effective pressure increase a gradual decrease in neutral pressure and a gradual increase in effective pressure takes place and sum of the two is constant a gradual increase in neutral pressure and a gradual decrease in effective pressure takes place and sum of the two is constant both neutral pressure and effective pressure decrease both neutral pressure and effective pressure increase ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The maximum dry density upto which any soil can be compacted depends upon both moisture content and amount of compaction energy None of these amount of compaction energy only moisture content only both moisture content and amount of compaction energy None of these amount of compaction energy only moisture content only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are 0.5 and 1.0 1.0 and 0.0 1.0 and 0.5 0.0 and 1.0 0.5 and 1.0 1.0 and 0.0 1.0 and 0.5 0.0 and 1.0 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The average coefficient of permeability of natural deposits Parallel to stratification is always greater than that perpendicular to stratification Is always same in both directions Parallel to stratification may or may not be greater than that perpendicular to stratification Parallel to stratification is always less than that perpendicular to stratification Parallel to stratification is always greater than that perpendicular to stratification Is always same in both directions Parallel to stratification may or may not be greater than that perpendicular to stratification Parallel to stratification is always less than that perpendicular to stratification ANSWER DOWNLOAD EXAMIANS APP
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