Soil Mechanics and Foundation The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to 3m 2.0m 1.5m 1.0m 3m 2.0m 1.5m 1.0m ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is more suitable for the determination of permeability of clayey soil ? horizontal permeability test None of these falling head method constant head method horizontal permeability test None of these falling head method constant head method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following soils has more plasticity index ? gravel sand silt clay gravel sand silt clay ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Terzaghi’s bearing capacity factors Nc, Nq and Nr are functions of both cohesion and angle of internal friction angle of internal friction only both cohesion and angle of internal friction cohesion only both cohesion and angle of internal friction angle of internal friction only both cohesion and angle of internal friction cohesion only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Valid range for n, the percentage voids, is 0 ≤ n ≤ 100 n > 0 n < 0 0 < n < 100 0 ≤ n ≤ 100 n > 0 n < 0 0 < n < 100 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation According to IS classification, the range of silt size particles is 4.75 mm to 2.00 mm 2.00 mm to 0.425 mm 0.425 mm to 0.075 mm 0.075 mm to 0.002 mm 4.75 mm to 2.00 mm 2.00 mm to 0.425 mm 0.425 mm to 0.075 mm 0.075 mm to 0.002 mm ANSWER DOWNLOAD EXAMIANS APP
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