Soil Mechanics and Foundation Stoke’s law is valid only if the size of particle is greater than 0.2 mm less than 0.0002 mm All of these between 0.2 mm and 0.0002 mm greater than 0.2 mm less than 0.0002 mm All of these between 0.2 mm and 0.0002 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the sand in-situ is in its densest state, then the relative density of sand is zero greater than 1 1 between 0 and 1 zero greater than 1 1 between 0 and 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Terzaghi’s theory of one dimensional consolidation assumes Water and soil particles are incompressible Deformation of the soil, is entirely due to change in volume Soil is homogeneous and fully saturated All listed here Water and soil particles are incompressible Deformation of the soil, is entirely due to change in volume Soil is homogeneous and fully saturated All listed here ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The average coefficient of permeability of natural deposits Parallel to stratification may or may not be greater than that perpendicular to stratification Parallel to stratification is always less than that perpendicular to stratification Parallel to stratification is always greater than that perpendicular to stratification Is always same in both directions Parallel to stratification may or may not be greater than that perpendicular to stratification Parallel to stratification is always less than that perpendicular to stratification Parallel to stratification is always greater than that perpendicular to stratification Is always same in both directions ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A fully saturated soil is said to be one phase system three phase system two phase system with soil and air two phase system with soil and water one phase system three phase system two phase system with soil and air two phase system with soil and water ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The most suitable method for drainage of fine grained cohesive soils is electroosmosis method vacuum method deep well system well ppint system electroosmosis method vacuum method deep well system well ppint system ANSWER DOWNLOAD EXAMIANS APP
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