Soil Mechanics and Foundation For a loose sand sample and a dense sand sample consolidated to the same effective stress ultimate strength is same but peak ultimate strength is different but peak strength is same ultimate strength is same and also peak strength is same ultimate strength is same but peak strength of dense sand is greater than that of loose sand ultimate strength is same but peak ultimate strength is different but peak strength is same ultimate strength is same and also peak strength is same ultimate strength is same but peak strength of dense sand is greater than that of loose sand ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation for clays normally decreases with increase in liquid limit first increases and then decreases with increase in liquid limit increases with increase in liquid limit remains constant at all liquid limits decreases with increase in liquid limit first increases and then decreases with increase in liquid limit increases with increase in liquid limit remains constant at all liquid limits ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of earth pressure at rest is greater than active earth pressure but less than passive earth pressure less than active earth pressure but greater than passive earth pressure greater than both the active earth pressure and passive earth pressure less than both the active and passive earth pressures greater than active earth pressure but less than passive earth pressure less than active earth pressure but greater than passive earth pressure greater than both the active earth pressure and passive earth pressure less than both the active and passive earth pressures ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In hydrometer analysis for a soil mass meniscus correction is subtractive and dispersing agent correction is additive both meniscus correction and dispersing agent correction are subtractive both meniscus correction and dispersing agent correction are additive meniscus correction is additive and dispersing agent correction is subtractive meniscus correction is subtractive and dispersing agent correction is additive both meniscus correction and dispersing agent correction are subtractive both meniscus correction and dispersing agent correction are additive meniscus correction is additive and dispersing agent correction is subtractive ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is zero 1 between 0 and 1 greater than 1 [CS 95] zero 1 between 0 and 1 greater than 1 [CS 95] ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For proper field control, which of the following methods is best suited for quick determination of water content of a soil mass ? calcium carbide method oven drying method alcohol method sand bath method calcium carbide method oven drying method alcohol method sand bath method ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS