Soil Mechanics and Foundation Coefficient of consolidation of a soil is affected by permeability both compressibility and permeability compressibility None of these permeability both compressibility and permeability compressibility None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation At liquid limit, all soils possess same shear strength of large magnitude different shear strengths of small magnitude different shear strengths of large magnitude same shear strength of small magnitude same shear strength of large magnitude different shear strengths of small magnitude different shear strengths of large magnitude same shear strength of small magnitude ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the water table rises upto ground surface, then the total stress is increased due to decrease in pore water pressure but effective stress does not change effective stress is reduced due to increase in pore water pressure only but total stress does not change total stress is reduced due to increase in pore water pressure only but effective stress does not change effective stress is reduced due to decrease in total stress only but pore water pressure does not change total stress is increased due to decrease in pore water pressure but effective stress does not change effective stress is reduced due to increase in pore water pressure only but total stress does not change total stress is reduced due to increase in pore water pressure only but effective stress does not change effective stress is reduced due to decrease in total stress only but pore water pressure does not change ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Shear strength of a soil is a unique function of effective stress only both effective stress and total stress total stress only None of these effective stress only both effective stress and total stress total stress only None of these 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 0.00018 nrVsec 0.1125 m3/sec 0.18 m3/sec 0.0045 m3/sec 0.00018 nrVsec 0.1125 m3/sec 0.18 m3/sec 0.0045 m3/sec ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which one of the following clays behaves like a dense sand ? under-consolidated clay over-consolidated ciay with a high over-consolidation ratio normally consolidated clay over-consolidated clay with a low over-consolidation ratio under-consolidated clay over-consolidated ciay with a high over-consolidation ratio normally consolidated clay over-consolidated clay with a low over-consolidation ratio ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS