Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 0.28 036 0.028 0.036 0.28 036 0.028 0.036 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 vertical plane only both horizontal and vertical planes all planes except horizontal and vertical planes horizontal plane only vertical plane only both horizontal and vertical planes all planes except horizontal and vertical planes 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 and also peak strength is same ultimate strength is different but 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 same and also peak strength is same ultimate strength is different but 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 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively. If other things remain constant, the coefficient of permeability increases by 25% increases by 33.3% increases by 50% decreases by 33.3% increases by 25% increases by 33.3% increases by 50% decreases by 33.3% ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coarse grained soils are best compacted by a vibratory roller drum roller rubber tyred roller sheep’s foot roller vibratory roller drum roller rubber tyred roller sheep’s foot roller ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which one of the following clays behaves like a dense sand ? under-consolidated clay over-consolidated clay with a low over-consolidation ratio over-consolidated ciay with a high over-consolidation ratio normally consolidated clay under-consolidated clay over-consolidated clay with a low over-consolidation ratio over-consolidated ciay with a high over-consolidation ratio normally consolidated clay ANSWER DOWNLOAD EXAMIANS APP
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