Soil Mechanics and Foundation Total number of stress components at a point within a soil mass loaded at its boundary is 3 9 6 16 3 9 6 16 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Quick sand is a type of sand flow condition occurring in cohesionless soils flow condition occurring in cohesive soils flow condition occurring in both cohesive and cohesionless soils type of sand flow condition occurring in cohesionless soils flow condition occurring in cohesive soils flow condition occurring in both cohesive and cohesionless soils ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a structure resting on a soil Decreases with the increase in the initial voids ratio Increases with the decrease in the porosity of the soil Decreases with the decrease in the plastic limit Increases with the increase in the initial voids ratio Decreases with the increase in the initial voids ratio Increases with the decrease in the porosity of the soil Decreases with the decrease in the plastic limit Increases with the increase in the initial voids ratio ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Shear strength of a soil is a unique function of total stress only None of these effective stress only both effective stress and total stress total stress only None of these effective stress only both effective stress and total stress ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Degree of consolidation is directly proportional to time and inversely proportional to drainage path directly proportional to square of drainage path and inversely proportional to time directly proportional to drainage path and inversely proportional to time directly proportional to time and inversely proportional to square of drainage path directly proportional to time and inversely proportional to drainage path directly proportional to square of drainage path and inversely proportional to time directly proportional to drainage path and inversely proportional to time directly proportional to time and inversely proportional to square of drainage path ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation of a soil is affected by both compressibility and permeability compressibility None of these permeability both compressibility and permeability compressibility None of these permeability ANSWER DOWNLOAD EXAMIANS APP
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