A 0.3 saturated soil has specific gravity of 2.1 and moisture content 0.44. Find void ratio of soil
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- Determine the relative density of a zero cohesion soil having void ratio 0.5. The void ratio of the soil in the loosest and most dense state is 0.75 and 0.45 respectively.Determine the relative density of a cohesionless soil having void ratio 0.5. The void ratio of the soil in the loosest and most dense state is 0.75 and 0.45 respectively.A 100% saturated soil has a void ratio of 1.33 and a water content of 48%.Find the unit weight of soil in kN/m3and specific gravity of solids.
- A 100% saturated soil has a dry unit weight of 15.80 kN/m3 and its watercontent is 26%. Find the saturated unit weight, void ratio, and specific gravity ofsolids.A soil has a moisture content of 18%, degree of saturation of 76%, sp.gr. = 2.65. Determineits natural void ratio.A cohesionless soil has a field relative density of 80%. The maximum and minimum void ratios are 0.85 and 0.55, respectively. Find its moist unit weight after compaction given that the specific gravity of the soil is 2.65 and its moisture content is 15%.
- The unit weight of soil is 15.10 kN/m3. The moisture content of this soil is 17% when the degree of saturation is 60%. determine the following: a)Void Ratio b)Specific Gravity of SoilThe dry unit weight of soil at zero air voids is equal to 19 kN/m3. The soil has a water content of 12% and degree of saturation of 58%. Compute the following: a.) Specific gravity. b.) Void ratio. c.) Porosity.a soil having a void ratio of 0.50 has a specific gravity of 2.70. compute the effective unit weight of the soil at quicksand condition.
- A saturated soil has a moisture content of 38% and a specific gravity of 2.73. Compute the void ratio, porosity and the unit weight of the soil.The soil with specific gravity (Gs) of 2.61 has a water content of 45%. The void ratio is 0.67, and the dry density is 16 kN/m3. Calculate the Gs if the soil is in dry condition.3. A sample of moist clay is found to have moisture content of 400% and degree of saturation of 85%. The specific gravity of the solids is 2.76. Determine the voids ratio of this soil.