Soil Mechanics and Foundation According to IS classification, the range of silt size particles is 0.075 mm to 0.002 mm 2.00 mm to 0.425 mm 4.75 mm to 2.00 mm 0.425 mm to 0.075 mm 0.075 mm to 0.002 mm 2.00 mm to 0.425 mm 4.75 mm to 2.00 mm 0.425 mm to 0.075 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the permeability of a soil is 0.8 mm/sec, the type of soil is sand gravel silt clay sand gravel silt clay ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a soil is directly proportional to the compression index inversely proportional to the compression index None of these directly proportional to the voids ratio directly proportional to the compression index inversely proportional to the compression index None of these directly proportional to the voids ratio ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Toughness index is defined as the ratio of plasticity index to consistency index plasticity index to flow index liquidity index to flow index consistency index to liquidity index plasticity index to consistency index plasticity index to flow index liquidity index to flow index consistency index to liquidity index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Voids ratio of a soil mass can take any value greater than zero never be greater than unity be zero take values between 0 and 1 only take any value greater than zero never be greater than unity be zero take values between 0 and 1 only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coarse grained soils are best compacted by a vibratory roller sheep’s foot roller rubber tyred roller drum roller vibratory roller sheep’s foot roller rubber tyred roller drum roller ANSWER DOWNLOAD EXAMIANS APP
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