Soil Mechanics and Foundation Which one of the following clays behaves like a dense sand ? over-consolidated ciay with a high over-consolidation ratio over-consolidated clay with a low over-consolidation ratio under-consolidated clay normally consolidated clay over-consolidated ciay with a high over-consolidation ratio over-consolidated clay with a low over-consolidation ratio under-consolidated clay normally consolidated clay ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A tri-axial shear test is preferred to direct shear test, because Precise measurement of pore pressure and change in volume during test, is not possible Stress distribution on the failure plane, is non uniform It can be performed under all three drainage conditions with complete control None of these Precise measurement of pore pressure and change in volume during test, is not possible Stress distribution on the failure plane, is non uniform It can be performed under all three drainage conditions with complete control None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Highway Research Board (HRB) classification of soils is based on None of these particle size composition both particle size composition and plasticity characteristics plasticity characteristics None of these particle size composition both particle size composition and plasticity characteristics plasticity characteristics ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The average coefficient of permeability of natural deposits 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 Parallel to stratification may or may not be greater than that perpendicular to stratification ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coarse grained soils are best compacted by a drum roller sheep’s foot roller vibratory roller rubber tyred roller drum roller sheep’s foot roller vibratory roller rubber tyred roller ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Toughness index is defined as the ratio of consistency index to liquidity index plasticity index to flow index plasticity index to consistency index liquidity index to flow index consistency index to liquidity index plasticity index to flow index plasticity index to consistency index liquidity index to flow index ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS