Soil Mechanics and Foundation The slope of isochrone at any point at a given time indicates the rate of change of effective stress with depth pore water pressure with time pore water pressure with depth effective stress with time effective stress with depth pore water pressure with time pore water pressure with depth effective stress with time 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 dry of OMC wet of OMC and wet of OMC dry of OMC and dry of OMC where OMC is optimum moisture content dry of OMC and wet of OMC wet of OMC and dry of OMC wet of OMC and wet of OMC dry of OMC and dry of OMC where OMC is optimum moisture content dry of OMC and wet of OMC 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 0.4 1 0.8 0.6 0.4 1 0.8 0.6 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is 43833 43832 3 1 43833 43832 3 1 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 If the water table rises upto ground surface, then the total stress is reduced due to increase in pore water pressure only but effective stress 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 decrease in total stress only but pore water pressure 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 total stress is increased due to decrease in pore water pressure but effective stress does not change effective stress is reduced due to decrease in total stress only but pore water pressure does not change effective stress is reduced due to increase in pore water pressure only but total stress does not change ANSWER DOWNLOAD EXAMIANS APP
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