Soil Mechanics and Foundation During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is -2 0.5 -0.5 2 -2 0.5 -0.5 2 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of compressibility is different for different types of soils but same for a soil under different states of consolidation different for different types of soils and also different for a soil under different states of consolidation independent of type of soil but depends on the stress history of soil constant for any type of soil different for different types of soils but same for a soil under different states of consolidation different for different types of soils and also different for a soil under different states of consolidation independent of type of soil but depends on the stress history of soil constant for any type of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The slope of isochrone at any point at a given time indicates the rate of change of effective stress with time pore water pressure with depth pore water pressure with time effective stress with depth effective stress with time pore water pressure with depth pore water pressure with time effective stress with depth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following soils has more plasticity index ? sand silt clay gravel sand silt clay gravel ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In hydrometer analysis for a soil mass both meniscus correction and dispersing agent correction are subtractive 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 additive both meniscus correction and dispersing agent correction are subtractive 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 additive ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Shear strength of a soil is a unique function of effective stress only both effective stress and total stress total stress only None of these effective stress only both effective stress and total stress total stress only None of these ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS