Soil Mechanics and Foundation Coefficient of consolidation of a soil is affected by compressibility both compressibility and permeability permeability None of these compressibility both compressibility and permeability permeability None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Contact pressure beneath a rigid footing resting on cohesive soil is uniform throughout less at edges compared to middle more at edges compared to middle None of these uniform throughout less at edges compared to middle more at edges compared to middle None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Sensitivity of a soil can be defined as None of these ratio of volume of voids to volume of solids percentage of volume change of soil under saturated condition ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state None of these ratio of volume of voids to volume of solids percentage of volume change of soil under saturated condition ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to 1.5m 2.0m 3m 1.0m 1.5m 2.0m 3m 1.0m ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Uniformity coefficient of a soil is equal to or gi eater than 1 equal to or less than 1 always less than 1 always equal to 1 equal to or gi eater than 1 equal to or less than 1 always less than 1 always equal to 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the permeability of a soil is 0.8 mm/sec, the type of soil is clay gravel sand silt clay gravel sand silt ANSWER DOWNLOAD EXAMIANS APP
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