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 0.5 -0.5 -2 2 0.5 -0.5 -2 2 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The total discharge from two wells situated near to each other is sum of the discharges from individual wells greater than the sum of the discharges from individual wells equal to larger of the two discharges from individual wells less than the sum of the discharges from individual wells sum of the discharges from individual wells greater than the sum of the discharges from individual wells equal to larger of the two discharges from individual wells less than the sum of the discharges from individual wells ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Quick sand is a flow condition occurring in cohesionless soils flow condition occurring in cohesive soils flow condition occurring in both cohesive and cohesionless soils type of sand flow condition occurring in cohesionless soils flow condition occurring in cohesive soils flow condition occurring in both cohesive and cohesionless soils type of sand ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Effective stress is a physical parameter that can be measured the stress at particles contact All of these important because it is a function of engineering properties of soil a physical parameter that can be measured the stress at particles contact All of these important because it is a function of engineering properties of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a soil is directly proportional to the compression index None of these directly proportional to the voids ratio inversely proportional to the compression index directly proportional to the compression index None of these directly proportional to the voids ratio inversely proportional to the compression index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation According to IS classification, the range of silt size particles is 0.075 mm to 0.002 mm 4.75 mm to 2.00 mm 2.00 mm to 0.425 mm 0.425 mm to 0.075 mm 0.075 mm to 0.002 mm 4.75 mm to 2.00 mm 2.00 mm to 0.425 mm 0.425 mm to 0.075 mm ANSWER DOWNLOAD EXAMIANS APP
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