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
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 dry of OMC where OMC is optimum moisture content wet of OMC and dry of OMC dry of OMC and wet of OMC wet of OMC and wet of OMC dry of OMC and dry of OMC where OMC is optimum moisture content wet of OMC and dry of OMC dry of OMC and wet of OMC ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation for clays normally increases with increase in liquid limit first increases and then decreases with increase in liquid limit decreases with increase in liquid limit remains constant at all liquid limits increases with increase in liquid limit first increases and then decreases with increase in liquid limit decreases with increase in liquid limit remains constant at all liquid limits ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the sand in-situ is in its densest state, then the relative density of sand is between 0 and 1 greater than 1 1 zero between 0 and 1 greater than 1 1 zero ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is 50 mm 167 mm 30 mm 15 mm 50 mm 167 mm 30 mm 15 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Relative density of a compacted dense sand is approximately equal to 0.4 1.2 0.95 0.6 0.4 1.2 0.95 0.6 ANSWER DOWNLOAD EXAMIANS APP
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