Soil Mechanics and Foundation According to IS classification, the range of silt size particles is 0.075 mm to 0.002 mm 0.425 mm to 0.075 mm 4.75 mm to 2.00 mm 2.00 mm to 0.425 mm 0.075 mm to 0.002 mm 0.425 mm to 0.075 mm 4.75 mm to 2.00 mm 2.00 mm to 0.425 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Uniformity coefficient of a soil is 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 always equal to 1 equal to or gi eater than 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Voids ratio of a soil mass can be zero take any value greater than zero take values between 0 and 1 only never be greater than unity be zero take any value greater than zero take values between 0 and 1 only never be greater than unity ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Time factor for a clay layer is independent of thickness of clay layer a dimensional parameter inversely proportional to drainage path directly proportional to permeability of soil independent of thickness of clay layer a dimensional parameter inversely proportional to drainage path directly proportional to permeability of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Contact pressure beneath a rigid footing resting on cohesive soil is less at edges compared to middle more at edges compared to middle uniform throughout None of these less at edges compared to middle more at edges compared to middle uniform throughout None of these 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 greater than specific gravity of soil less than specific gravity of soil independent of specific gravity of soil equal to specific gravity of soil greater than specific gravity of soil less than specific gravity of soil independent of specific gravity of soil equal to specific gravity of soil ANSWER DOWNLOAD EXAMIANS APP
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