Soil Mechanics and Foundation Allowable bearing pressure for a foundation depends upon none of above both allowable settlement and ultimate bearing capacity ultimate bearing capacity of soil only allowable settlement only none of above both allowable settlement and ultimate bearing capacity ultimate bearing capacity of soil only allowable settlement only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by 30% 40% 20% 50% 30% 40% 20% 50% ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as wet of OMC and wet of OMC dry of OMC and wet of OMC wet of OMC and dry of OMC dry of OMC and dry of OMC where OMC is optimum moisture content wet of OMC and wet of OMC dry of OMC and wet of OMC wet of OMC and dry of OMC dry of OMC and dry of OMC where OMC is optimum moisture content ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is 17 0 < PI < 7 7 PI>27 17 0 < PI < 7 7 PI>27 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is None of these 40 mm 10 mm 20 mm None of these 40 mm 10 mm 20 mm 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 0.425 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 0.075 mm to 0.002 mm 4.75 mm to 2.00 mm ANSWER DOWNLOAD EXAMIANS APP
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