Soil Mechanics and Foundation Unconfmed compressive strength test is drained test consolidated drained test undrained test consolidated undrained test drained test consolidated drained test undrained test consolidated undrained test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Relative density of a compacted dense sand is approximately equal to 0.95 0.4 1.2 0.6 0.95 0.4 1.2 0.6 ANSWER DOWNLOAD EXAMIANS APP
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 0.0045 m3/sec 0.00018 nrVsec 0.1125 m3/sec 0.18 m3/sec 0.0045 m3/sec 0.00018 nrVsec 0.1125 m3/sec 0.18 m3/sec ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For a loose sand sample and a dense sand sample consolidated to the same effective stress ultimate strength is same but peak ultimate strength is different but peak strength is same ultimate strength is same but peak strength of dense sand is greater than that of loose sand ultimate strength is same and also peak strength is same ultimate strength is same but peak ultimate strength is different but peak strength is same ultimate strength is same but peak strength of dense sand is greater than that of loose sand ultimate strength is same and also peak strength is same ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rise of water table above the ground surface causes Equal increase in pore water pressure and total stress Increase in pore water pressure but decrease in total stress Equal decrease in pore water pressure and total stress Decrease in pore water pressure but increase in total stress Equal increase in pore water pressure and total stress Increase in pore water pressure but decrease in total stress Equal decrease in pore water pressure and total stress Decrease in pore water pressure but increase in total stress ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The admixture of coarser particles like sand or silt to clay causes increase in both liquid limit and plasticity index decrease in both liquid limit and plasticity index decrease in liquid limit and increase in plasticity index decrease in liquid limit and no change in plasticity index increase in both liquid limit and plasticity index decrease in both liquid limit and plasticity index decrease in liquid limit and increase in plasticity index decrease in liquid limit and no change in plasticity index ANSWER DOWNLOAD EXAMIANS APP
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