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 1.0m 1.5m 3m 2.0m 1.0m 1.5m ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ratio of volume of voids to the total volume of soil mass is called percentage air voids air content porosity voids ratio percentage air voids air content porosity voids ratio ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is 24 months 12 months 3 months 6 months 24 months 12 months 3 months 6 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is more suitable for the determination of permeability of clayey soil ? constant head method horizontal permeability test falling head method None of these constant head method horizontal permeability test falling head method None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is most accurate for the determination of the water content of soil ? calcium carbide method sand bath method oven drying method pycnometer method calcium carbide method sand bath method oven drying method pycnometer method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 036 0.28 0.036 0.028 036 0.28 0.036 0.028 ANSWER DOWNLOAD EXAMIANS APP