Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is greater than 1 [CS 95] 1 between 0 and 1 zero greater than 1 [CS 95] 1 between 0 and 1 zero ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation According to IS classification, the range of silt size particles is 0.425 mm to 0.075 mm 4.75 mm to 2.00 mm 0.075 mm to 0.002 mm 2.00 mm to 0.425 mm 0.425 mm to 0.075 mm 4.75 mm to 2.00 mm 0.075 mm to 0.002 mm 2.00 mm to 0.425 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the voids of a soil mass are full of air only, the soil is termed as dry soil air entrained soil dehydrated soil partially saturated soil dry soil air entrained soil dehydrated soil partially saturated soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Highway Research Board (HRB) classification of soils is based on plasticity characteristics None of these particle size composition both particle size composition and plasticity characteristics plasticity characteristics None of these particle size composition both particle size composition and plasticity characteristics ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coarse grained soils are best compacted by a rubber tyred roller vibratory roller drum roller sheep’s foot roller rubber tyred roller vibratory roller drum roller sheep’s foot roller ANSWER DOWNLOAD EXAMIANS APP
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