Soil Mechanics and Foundation Highway Research Board (HRB) classification of soils is based on plasticity characteristics both particle size composition and plasticity characteristics particle size composition None of these plasticity characteristics both particle size composition and plasticity characteristics particle size composition None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the degree of saturation of a partially saturated soil is 60%, then air content of the soil is 0.8 1 0.4 0.6 0.8 1 0.4 0.6 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is 2 0.5 -2 -0.5 2 0.5 -2 -0.5 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Constant head permeameter is used to test permeability of coarse sand fine sand clay silt coarse sand fine sand clay silt ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is zero between 0 and 1 greater than 1 [CS 95] 1 zero between 0 and 1 greater than 1 [CS 95] 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation According to IS classification, the range of silt size particles is 4.75 mm to 2.00 mm 0.425 mm to 0.075 mm 2.00 mm to 0.425 mm 0.075 mm to 0.002 mm 4.75 mm to 2.00 mm 0.425 mm to 0.075 mm 2.00 mm to 0.425 mm 0.075 mm to 0.002 mm ANSWER DOWNLOAD EXAMIANS APP
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