Soil Mechanics and Foundation Rankine’s theory of earth pressure assumes that the back of the wall is vertical and rough plane and smooth plane and rough vertical and smooth vertical and rough plane and smooth plane and rough vertical and smooth 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 uniform throughout None of these less at edges compared to middle more at edges compared to middle uniform throughout None of these less 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 12 months 24 months 6 months 3 months 12 months 24 months 6 months 3 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In hydrometer analysis for a soil mass meniscus correction is additive and dispersing agent correction is subtractive both meniscus correction and dispersing agent correction are subtractive meniscus correction is subtractive and dispersing agent correction is additive both meniscus correction and dispersing agent correction are additive meniscus correction is additive and dispersing agent correction is subtractive both meniscus correction and dispersing agent correction are subtractive meniscus correction is subtractive and dispersing agent correction is additive both meniscus correction and dispersing agent correction are additive ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The rise of water table below the foundation influences the bearing capacity of soil mainly by reducing effective angle of shearing resistance effective unit weight of soil and effective angle of shearing resistance cohesion and effective angle of shearing resistance cohesion and effective unit weight of soil effective angle of shearing resistance effective unit weight of soil and effective angle of shearing resistance cohesion and effective angle of shearing resistance cohesion and effective unit weight of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Water content of soil can be greater than 100 % never be greater than 100 % be less than 0 % take values only from 0 % to 100 % be greater than 100 % never be greater than 100 % be less than 0 % take values only from 0 % to 100 % ANSWER DOWNLOAD EXAMIANS APP
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