Soil Mechanics and Foundation The admixture of coarser particles like sand or silt to clay causes decrease in liquid limit and no change in plasticity index decrease in liquid limit and increase in plasticity index decrease in both liquid limit and plasticity index increase in both liquid limit and plasticity index decrease in liquid limit and no change in plasticity index decrease in liquid limit and increase in plasticity index decrease in both liquid limit and plasticity index increase in both liquid limit and plasticity index 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 Allowable bearing pressure for a foundation depends upon both allowable settlement and ultimate bearing capacity allowable settlement only ultimate bearing capacity of soil only none of above both allowable settlement and ultimate bearing capacity allowable settlement only ultimate bearing capacity of soil only none of above ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ratio of volume of voids to the total volume of soil mass is called porosity voids ratio air content percentage air voids porosity voids ratio air content percentage air voids ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Dispersed type of soil structure is an arrangement comprising particles having edge to edge orientation All of these face to face or parallel orientation edge to face orientation edge to edge orientation All of these face to face or parallel orientation edge to face orientation ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The clay mineral with the largest swelling and shrinkage characteristics is None of these illite kaolinite montmorillonite None of these illite kaolinite montmorillonite ANSWER DOWNLOAD EXAMIANS APP
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