Soil Mechanics and Foundation Stoke’s law is valid only if the size of particle is All of these greater than 0.2 mm less than 0.0002 mm between 0.2 mm and 0.0002 mm All of these greater than 0.2 mm less than 0.0002 mm between 0.2 mm and 0.0002 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ratio of volume of voids to the total volume of soil mass is called percentage air voids voids ratio air content porosity percentage air voids voids ratio air content porosity ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Inorganic soils with low compressibility are represented by MH ML CH SL MH ML CH SL 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 horizontal plane only both horizontal and vertical planes vertical plane only all planes except horizontal and vertical planes horizontal plane only both horizontal and vertical planes vertical plane only all planes except horizontal and vertical planes ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a soil is None of these inversely proportional to the compression index directly proportional to the compression index directly proportional to the voids ratio None of these inversely proportional to the compression index directly proportional to the compression index directly proportional to the voids ratio 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 effective stress with depth pore water pressure with time effective stress with time pore water pressure with depth effective stress with depth pore water pressure with time ANSWER DOWNLOAD EXAMIANS APP
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