Soil Mechanics and Foundation If the voids of a soil mass are full of air only, the soil is termed as partially saturated soil air entrained soil dehydrated soil dry soil partially saturated soil air entrained soil dehydrated soil dry soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Shear strength of a soil is a unique function of None of these effective stress only total stress only both effective stress and total stress None of these effective stress only total stress only both effective stress and total stress ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a soil is directly proportional to the compression index inversely proportional to the compression index None of these directly proportional to the voids ratio directly proportional to the compression index inversely proportional to the compression index None of these directly proportional to the voids ratio ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is more suitable for the determination of permeability of clayey soil ? constant head method None of these horizontal permeability test falling head method constant head method None of these horizontal permeability test falling head method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In hydrometer analysis for a soil mass 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 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 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Valid range for S, the degree of saturation of soil in percentage is 0 ≤ S ≤ 100 S < 0 S > 0 0 < S < 100 0 ≤ S ≤ 100 S < 0 S > 0 0 < S < 100 ANSWER DOWNLOAD EXAMIANS APP
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