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 90° 45° 22.5° 0° 90° 45° 22.5° 0° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are 1.0 and 0.0 0.5 and 1.0 1.0 and 0.5 0.0 and 1.0 1.0 and 0.0 0.5 and 1.0 1.0 and 0.5 0.0 and 1.0 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 Residual soils are formed by wind glaciers None of these water wind glaciers None of these water ANSWER DOWNLOAD EXAMIANS APP
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 0.5 -0.5 -2 2 0.5 -0.5 -2 2 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Select the correct range of density index,1D 0 < 1D < 1 ID > 0 0 ≤ 1D ≤ 1 1D > 0 0 < 1D < 1 ID > 0 0 ≤ 1D ≤ 1 1D > 0 ANSWER DOWNLOAD EXAMIANS APP
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