Soil Mechanics and Foundation Time factor for a clay layer is directly proportional to permeability of soil inversely proportional to drainage path a dimensional parameter independent of thickness of clay layer directly proportional to permeability of soil inversely proportional to drainage path a dimensional parameter independent of thickness of clay layer ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Allowable bearing pressure for a foundation depends upon allowable settlement only ultimate bearing capacity of soil only both allowable settlement and ultimate bearing capacity none of above allowable settlement only ultimate bearing capacity of soil only both allowable settlement and ultimate bearing capacity none of above ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation When the degree of saturation is zero, the soil mass under consideration represents three phase system two phase system with soil and air one phase system two phase system with soil and water three phase system two phase system with soil and air one phase system two phase system with soil and water ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a structure resting on a soil Increases with the increase in the initial voids ratio Decreases with the increase in the initial voids ratio Increases with the decrease in the porosity of the soil Decreases with the decrease in the plastic limit Increases with the increase in the initial voids ratio Decreases with the increase in the initial voids ratio Increases with the decrease in the porosity of the soil Decreases with the decrease in the plastic limit ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For proper field control, which of the following methods is best suited for quick determination of water content of a soil mass ? calcium carbide method oven drying method sand bath method alcohol method calcium carbide method oven drying method sand bath method alcohol method 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 0.18 m3/sec 0.0045 m3/sec 0.1125 m3/sec 0.00018 nrVsec 0.18 m3/sec 0.0045 m3/sec 0.1125 m3/sec ANSWER DOWNLOAD EXAMIANS APP
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