Soil Mechanics and Foundation Which of the following methods is best suited for determination of permeability of coarse-grained soils ? None of these falling head method both the above constant head method None of these falling head method both the above constant head method 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 pore water pressure with time pore water pressure with depth effective stress with time effective stress with depth pore water pressure with time pore water pressure with depth effective stress with time effective stress with depth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Select the incorrect statement. Effective angle of shearing resistance increases as the size of particles increases is rarely more than 30° for fine grained soil increases as the soil gradation im-proves is limited to a maximum value of 45° increases as the size of particles increases is rarely more than 30° for fine grained soil increases as the soil gradation im-proves is limited to a maximum value of 45° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following types of soil is transported by gravitational forces ? loess talus drift dune sand loess talus drift dune sand ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Highway Research Board (HRB) classification of soils is based on particle size composition plasticity characteristics None of these both particle size composition and plasticity characteristics particle size composition plasticity characteristics None of these both particle size composition and plasticity characteristics ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A tri-axial shear test is preferred to direct shear test, because It can be performed under all three drainage conditions with complete control None of these Stress distribution on the failure plane, is non uniform Precise measurement of pore pressure and change in volume during test, is not possible It can be performed under all three drainage conditions with complete control None of these Stress distribution on the failure plane, is non uniform Precise measurement of pore pressure and change in volume during test, is not possible ANSWER DOWNLOAD EXAMIANS APP
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