Soil Mechanics and Foundation For a loose sand sample and a dense sand sample consolidated to the same effective stress ultimate strength is same but peak ultimate strength is same but peak strength of dense sand is greater than that of loose sand ultimate strength is same and also peak strength is same ultimate strength is different but peak strength is same ultimate strength is same but peak ultimate strength is same but peak strength of dense sand is greater than that of loose sand ultimate strength is same and also peak strength is same ultimate strength is different but peak strength is same 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 1 43833 3 43832 1 43833 3 43832 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 0.036 0.28 036 0.028 0.036 0.28 036 0.028 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be between 300 mm and 750 mm less than 300 mm greater than 1 m between 750 mm and 1 m between 300 mm and 750 mm less than 300 mm greater than 1 m between 750 mm and 1 m ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rankine’s theory of earth pressure assumes that the back of the wall is vertical and smooth plane and rough plane and smooth vertical and rough vertical and smooth plane and rough plane and smooth vertical and rough 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 15 mm between 15 mm and 25 mm greater than 25 mm 25 mm 15 mm between 15 mm and 25 mm greater than 25 mm 25 mm ANSWER DOWNLOAD EXAMIANS APP
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