Soil Mechanics and Foundation The ratio of volume of voids to the total volume of soil mass is called percentage air voids porosity voids ratio air content percentage air voids porosity voids ratio air content ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation According to IS classification, the range of silt size particles is 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 0.075 mm to 0.002 mm 0.425 mm to 0.075 mm 4.75 mm to 2.00 mm 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 Which of the following soils has more plasticity index ? gravel sand silt clay gravel sand silt clay ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a deposit of normally consolidated clay effective stress and water content increase with depth but undrained strength decreases with depth effective stress, water content and undrained strength decrease with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress and undrained strength increase with depth but water content decreases with depth effective stress and water content increase with depth but undrained strength decreases with depth effective stress, water content and undrained strength decrease with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress and undrained strength increase with depth but water content decreases with depth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The rise of water table below the foundation influences the bearing capacity of soil mainly by reducing effective unit weight of soil and effective angle of shearing resistance cohesion and effective angle of shearing resistance effective angle of shearing resistance cohesion and effective unit weight of soil effective unit weight of soil and effective angle of shearing resistance cohesion and effective angle of shearing resistance effective angle of shearing resistance cohesion and effective unit weight of soil ANSWER DOWNLOAD EXAMIANS APP
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