Soil Mechanics and Foundation Rankine’s theory of earth pressure assumes that the back of the wall is plane and rough vertical and smooth vertical and rough plane and smooth plane and rough vertical and smooth vertical and rough plane and smooth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is 30 mm 50 mm 15 mm 167 mm 30 mm 50 mm 15 mm 167 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Valid range for n, the percentage voids, is n > 0 0 < n < 100 0 ≤ n ≤ 100 n < 0 n > 0 0 < n < 100 0 ≤ n ≤ 100 n < 0 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation According to IS classification, the range of silt size particles is 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 2.00 mm to 0.425 mm 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 ? sand bath method alcohol method oven drying method calcium carbide method sand bath method alcohol method oven drying method calcium carbide method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The angle that Coulomb’s failure envelope makes with the horizontal is called angle of repose angle of internal friction cohesion None of these angle of repose angle of internal friction cohesion None of these ANSWER DOWNLOAD EXAMIANS APP
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