Soil Mechanics and Foundation Voids ratio of a soil mass can be zero take any value greater than zero take values between 0 and 1 only never be greater than unity be zero take any value greater than zero take values between 0 and 1 only never be greater than unity ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Valid range for S, the degree of saturation of soil in percentage is S > 0 0 ≤ S ≤ 100 S < 0 0 < S < 100 S > 0 0 ≤ S ≤ 100 S < 0 0 < S < 100 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 depth 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 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 both horizontal and vertical planes horizontal plane only vertical plane only all planes except horizontal and vertical planes both horizontal and vertical planes horizontal plane only vertical plane only all planes except horizontal and vertical planes ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Stoke’s law is valid only if the size of particle is All of these between 0.2 mm and 0.0002 mm less than 0.0002 mm greater than 0.2 mm All of these between 0.2 mm and 0.0002 mm less than 0.0002 mm greater than 0.2 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The major principal stress in an element of cohesion-less soil within the backfill of a retaining wall is Vertical if the soil is in an active state of plastic equilibrium None of these Vertical if the soil is in a passive state of plastic equilibrium Inclined at 45° to the vertical plane Vertical if the soil is in an active state of plastic equilibrium None of these Vertical if the soil is in a passive state of plastic equilibrium Inclined at 45° to the vertical plane ANSWER DOWNLOAD EXAMIANS APP
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