Soil Mechanics and Foundation The flownet for an earthen dam with 30 m water depth consists of 25 potential drops and 5 flow channels. The coefficient of permeability of dam material is 0.03 mm/sec. The discharge per meter length of dam is 0.00018 nrVsec 0.1125 m3/sec 0.0045 m3/sec 0.18 m3/sec 0.00018 nrVsec 0.1125 m3/sec 0.0045 m3/sec 0.18 m3/sec ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Toughness index is defined as the ratio of liquidity index to flow index consistency index to liquidity index plasticity index to flow index plasticity index to consistency index liquidity index to flow index consistency index to liquidity index plasticity index to flow index plasticity index to consistency index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation for clays normally increases with increase in liquid limit remains constant at all liquid limits first increases and then decreases with increase in liquid limit decreases with increase in liquid limit increases with increase in liquid limit remains constant at all liquid limits first increases and then decreases with increase in liquid limit decreases with increase in liquid limit 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 30 mm 15 mm 50 mm 167 mm 30 mm 15 mm 50 mm 167 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is best suited for determination of permeability of coarse-grained soils ? falling head method None of these both the above constant head method falling head method None of these both the above constant head method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is greater than 25 mm 15 mm 25 mm between 15 mm and 25 mm greater than 25 mm 15 mm 25 mm between 15 mm and 25 mm ANSWER DOWNLOAD EXAMIANS APP
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