Soil Mechanics and Foundation If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in liquid state semi-solid state solid state plastic state liquid state semi-solid state solid state plastic state ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Uniformity coefficient of a soil is always equal to 1 equal to or gi eater than 1 always less than 1 equal to or less than 1 always equal to 1 equal to or gi eater than 1 always less than 1 equal to or less than 1 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 between 0 and 1 1 greater than 1 zero between 0 and 1 1 greater than 1 zero ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation of a soil is affected by permeability both compressibility and permeability compressibility None of these permeability both compressibility and permeability compressibility None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is 40 mm 20 mm None of these 10 mm 40 mm 20 mm None of these 10 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is equal to specific gravity of soil less than specific gravity of soil greater than specific gravity of soil independent of specific gravity of soil equal to specific gravity of soil less than specific gravity of soil greater than specific gravity of soil independent of specific gravity of soil ANSWER DOWNLOAD EXAMIANS APP
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