Soil Mechanics and Foundation Which of the following methods is more suitable for the determination of permeability of clayey soil ? falling head method None of these horizontal permeability test constant head method falling head method None of these horizontal permeability test constant head method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Time factor for a clay layer is a dimensional parameter inversely proportional to drainage path independent of thickness of clay layer directly proportional to permeability of soil a dimensional parameter inversely proportional to drainage path independent of thickness of clay layer directly proportional to permeability of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by 50% 20% 30% 40% 50% 20% 30% 40% ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is 17 7 0 < PI < 7 PI>27 17 7 0 < PI < 7 PI>27 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 3 43833 1 43832 3 43833 1 43832 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is between 15 mm and 25 mm 15 mm greater than 25 mm 25 mm between 15 mm and 25 mm 15 mm greater than 25 mm 25 mm ANSWER DOWNLOAD EXAMIANS APP
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