Soil Mechanics and Foundation If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in solid state plastic state liquid state semi-solid state solid state plastic state liquid state semi-solid state 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 3 1 43832 43833 3 1 43832 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Uniformity coefficient of a soil is equal to or gi eater than 1 always less than 1 always equal to 1 equal to or less than 1 equal to or gi eater than 1 always less than 1 always equal to 1 equal to or less than 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Allowable bearing pressure for a foundation depends upon both allowable settlement and ultimate bearing capacity none of above ultimate bearing capacity of soil only allowable settlement only both allowable settlement and ultimate bearing capacity none of above ultimate bearing capacity of soil only allowable settlement only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 0.28 036 0.028 0.036 0.28 036 0.028 0.036 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the water table rises upto ground surface, then the effective stress is reduced due to decrease in total stress only but pore water pressure 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 increase in pore water pressure only but total 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 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 increase in pore water pressure only but total stress does not change ANSWER DOWNLOAD EXAMIANS APP
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