Soil Mechanics and Foundation Contact pressure beneath a rigid footing resting on cohesive soil is uniform throughout less at edges compared to middle None of these more at edges compared to middle uniform throughout less at edges compared to middle None of these more at edges compared to middle ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is 3 months 12 months 24 months 6 months 3 months 12 months 24 months 6 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The angle that Coulomb’s failure envelope makes with the horizontal is called None of these angle of repose cohesion angle of internal friction None of these angle of repose cohesion angle of internal friction ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rankine’s theory of earth pressure assumes that the back of the wall is vertical and smooth plane and smooth vertical and rough plane and rough vertical and smooth plane and smooth vertical and rough plane and rough ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Unconfmed compressive strength test is undrained test consolidated drained test consolidated undrained test drained test undrained test consolidated drained test consolidated undrained test drained test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A fully saturated soil is said to be 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
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