Soil Mechanics and Foundation If the permeability of a soil is 0.8 mm/sec, the type of soil is silt clay gravel sand silt clay gravel sand ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The most suitable method for drainage of fine grained cohesive soils is vacuum method electroosmosis method well ppint system deep well system vacuum method electroosmosis method well ppint system deep well system 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 4.75 mm to 2.00 mm 0.075 mm to 0.002 mm 0.425 mm to 0.075 mm 2.00 mm to 0.425 mm 4.75 mm to 2.00 mm 0.075 mm to 0.002 mm 0.425 mm to 0.075 mm 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 equal to larger of the two discharges from individual wells greater than the sum of the discharges from individual wells less than the sum of the discharges from individual wells sum of the discharges from individual wells equal to larger of the two discharges from individual wells greater than the sum of the discharges from individual wells less than the sum of the discharges from individual wells 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 0.6 0.4 1 0.8 0.6 0.4 1 0.8 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 167 mm 15 mm 50 mm 30 mm 167 mm 15 mm 50 mm 30 mm ANSWER DOWNLOAD EXAMIANS APP
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