Soil Mechanics and Foundation If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is 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 equal to specific gravity of soil less than specific gravity of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Allowable bearing pressure for a foundation depends upon none of above ultimate bearing capacity of soil only both allowable settlement and ultimate bearing capacity allowable settlement only none of above ultimate bearing capacity of soil only both allowable settlement and ultimate bearing capacity allowable settlement only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Valid range for S, the degree of saturation of soil in percentage is S < 0 S > 0 0 < S < 100 0 ≤ S ≤ 100 S < 0 S > 0 0 < S < 100 0 ≤ S ≤ 100 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 0.028 036 0.28 0.036 0.028 036 0.28 0.036 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A fully saturated soil is said to be two phase system with soil and water one phase system three phase system two phase system with soil and air two phase system with soil and water one phase system three phase system two phase system with soil and air ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is greater than 25 mm between 15 mm and 25 mm 15 mm 25 mm greater than 25 mm between 15 mm and 25 mm 15 mm 25 mm ANSWER DOWNLOAD EXAMIANS APP
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