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 Stress distribution on the failure plane, is non uniform Precise measurement of pore pressure and change in volume during test, is not possible None of these It can be performed under all three drainage conditions with complete control Stress distribution on the failure plane, is non uniform Precise measurement of pore pressure and change in volume during test, is not possible None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For a loose sand sample and a dense sand sample consolidated to the same effective stress ultimate strength is same but peak ultimate strength is same but peak strength of dense sand is greater than that of loose sand ultimate strength is different but peak strength is same ultimate strength is same and also peak strength is same ultimate strength is same but peak ultimate strength is same but peak strength of dense sand is greater than that of loose sand ultimate strength is different but peak strength is same ultimate strength is same and also peak strength is same ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as dry of OMC and dry of OMC where OMC is optimum moisture content dry of OMC and wet of OMC wet of OMC and wet of OMC wet of OMC and dry of OMC dry of OMC and dry of OMC where OMC is optimum moisture content dry of OMC and wet of OMC wet of OMC and wet of OMC wet of OMC and dry of OMC ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Dispersed type of soil structure is an arrangement comprising particles having edge to edge orientation edge to face orientation All of these face to face or parallel orientation edge to edge orientation edge to face orientation All of these face to face or parallel orientation ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A fully saturated soil is said to be two phase system with soil and air three phase system one phase system two phase system with soil and water two phase system with soil and air three phase system one phase system two phase system with soil and water ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of permeability of soil increases with the increase in temperature does not depend upon temperature increases with the decrease in temperature None of these increases with the increase in temperature does not depend upon temperature increases with the decrease in temperature None of these ANSWER DOWNLOAD EXAMIANS APP
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