Soil Mechanics and Foundation The water content of soil, which represents the boundary between plastic state and liquid state, is known as plasticity index liquid limit plastic limit shrinkage limit plasticity index liquid limit plastic limit shrinkage limit ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on all planes except horizontal and vertical planes both horizontal and vertical planes vertical plane only horizontal plane only all planes except horizontal and vertical planes both horizontal and vertical planes vertical plane only horizontal plane only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The shear strength of a soil Is directly proportional to the angle of internal friction of the soil Decreases with decrease in normal stress Decreases with increase in normal stress Is inversely proportional to the angle of internal friction of the soil Is directly proportional to the angle of internal friction of the soil Decreases with decrease in normal stress Decreases with increase in normal stress Is inversely proportional to the angle of internal friction of the soil 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 meniscus correction is additive and dispersing agent correction is subtractive both meniscus correction and dispersing agent correction are subtractive both meniscus correction and dispersing agent correction are additive meniscus correction is subtractive and dispersing agent correction is additive meniscus correction is additive and dispersing agent correction is subtractive both meniscus correction and dispersing agent correction are subtractive both meniscus correction and dispersing agent correction are additive ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following soils has more plasticity index ? gravel sand clay silt gravel sand clay silt 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° 22.5° 90° 45° 0° 22.5° 90° 45° ANSWER DOWNLOAD EXAMIANS APP
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