Soil Mechanics and Foundation The slope of isochrone at any point at a given time indicates the rate of change of pore water pressure with time effective stress with depth pore water pressure with depth effective stress with time pore water pressure with time effective stress with depth pore water pressure with depth effective stress with time ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a triaxial compression test when drainage is allowed during the first stage (i. e. application of cell pressure) only and not during the second stage (i.e. application of deviator stress at constant cell pressure), the test is known as consolidated undrained test unconsolidated undrained test unconsolidated drained test consolidated drained test consolidated undrained test unconsolidated undrained test unconsolidated drained test consolidated drained test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Contact pressure beneath a rigid footing resting on cohesive soil is more at edges compared to middle None of these less at edges compared to middle uniform throughout more at edges compared to middle None of these less at edges compared to middle uniform throughout ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The maximum dry density upto which any soil can be compacted depends upon amount of compaction energy only both moisture content and amount of compaction energy None of these moisture content only amount of compaction energy only both moisture content and amount of compaction energy None of these moisture content only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Within the consolidation process of a saturated clay both neutral pressure and effective pressure decrease both neutral pressure and effective pressure increase a gradual increase in neutral pressure and a gradual decrease in effective pressure takes place and sum of the two is constant a gradual decrease in neutral pressure and a gradual increase 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 increase in neutral pressure and a gradual decrease in effective pressure takes place and sum of the two is constant a gradual decrease in neutral pressure and a gradual increase in effective pressure takes place and sum of the two is constant ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of permeability of soil increases with the increase in temperature does not depend upon temperature increases with the decrease in temperature None of these increases with the increase in temperature does not depend upon temperature increases with the decrease in temperature None of these ANSWER DOWNLOAD EXAMIANS APP
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