Soil Mechanics and Foundation The angle that Coulomb’s failure envelope makes with the horizontal is called None of these angle of internal friction angle of repose cohesion None of these angle of internal friction angle of repose cohesion ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 036 0.036 0.028 0.28 036 0.036 0.028 0.28 ANSWER DOWNLOAD EXAMIANS APP
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 strength of dense sand is greater than that of loose sand ultimate strength is same but peak ultimate strength is different but peak strength is same ultimate strength is same and also peak strength is same ultimate strength is same but peak strength of dense sand is greater than that of loose sand ultimate strength is same but peak ultimate strength is different but peak strength is same ultimate strength is same and also peak strength is same ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Time factor for a clay layer is 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 a dimensional parameter ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation According to IS classification, the range of silt size particles is 2.00 mm to 0.425 mm 0.425 mm to 0.075 mm 4.75 mm to 2.00 mm 0.075 mm to 0.002 mm 2.00 mm to 0.425 mm 0.425 mm to 0.075 mm 4.75 mm to 2.00 mm 0.075 mm to 0.002 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the voids of a soil mass are full of air only, the soil is termed as dehydrated soil air entrained soil partially saturated soil dry soil dehydrated soil air entrained soil partially saturated soil dry soil ANSWER DOWNLOAD EXAMIANS APP
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