Soil Mechanics and Foundation If the shearing stress is zero on two planes, then the angle between the two planes is 90° 45° 225° 135° 90° 45° 225° 135° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Inorganic soils with low compressibility are represented by CH ML SL MH CH ML SL MH 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 Coefficient of consolidation of a soil is affected by compressibility None of these both compressibility and permeability permeability compressibility None of these both compressibility and permeability permeability ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is 0° 90° 22.5° 45° 0° 90° 22.5° 45° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear first increases and then decreases decreases remains unchanged increases first increases and then decreases decreases remains unchanged increases ANSWER DOWNLOAD EXAMIANS APP
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