A soil has a void ratio of 0.90, saturation 50% and specific gravity of solids 2.65. Calculate the total and dry densities.
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A soil has a void ratio of 0.90, saturation 50% and specific gravity of
solids 2.65. Calculate the total and dry densities.
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- The moist unit weights and degrees of saturation of a soil are given in the following table: Unit Weight (pcf) 119.04 123.86 S (%) 65 85 Determine the specific gravity of the soil solids. Determine the porosity of the soil in percent. Determine the void ratio of the soil in percent. Please answer this asap. For upvote. Thank you very muchSubject is soils mechanicsA saturated soil sample has a volume of 23 cm3 at liquid limit. The shrinkage limit and liquid limit are 18% and 45% respectively. The specific gravity of solids is 2.7. Determine the minimum volume that can be attained by the soil.
- The wet weight of a soil specimen is 207 g. The dried weight of the specimen is 163 g. If the volume of the specimen is measured before drying is 110 cubic centimeter, determine the Void ratio if specific gravity of solids is 2.68.An 85-cm3 sample of moist soil weighs 150 g. When it is dried out in an oven, it weighs135 g. The specific gravity of solids is found to be 2.7. Find the water content, void ratio,porosity, degree of saturation, and wet and dry unit weights. Provide step by step solution.The mass specific gravity of a soil is 1.95, while the specific gravity of soil solids is 2.7. If the moisture content of the soil be 22%. Determine the void ratio.
- A dry sand is placed in a container having a volume of 1⁄4 ft3. The dry soil weight is 27 lb. If the specific gravity of soil solids is 2.75, determine the void ratio of the sand in the container. Also, calculate the dry unit weight in kN/m3 and pcf.A soil specimen has a water content of 10%, and a unit weight of 20KN/m³. If the specific gravity of solids is 2.7, determine the dry unit weight, void ratio, and the degree of saturation. Take unit weight of water Y= 10KN/m³.The ratio of saturated unit weight to dry unit weight of dry unit weight is 1.25. If the specific gravity of solids (Gs) is 2.56, the void ratio of the soil is
- soil sample has a water content of 18% and a wet unit weight of 118.5 lb/ft3. The specific gravity of solids is found to be 2.72. Find the dry unit weight, void ratio, and degree of saturationA 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 plastic limit and liquid limit of a soil are 30% and 42% respectively. The percentage volume change from Plastic limit and liquid limit to dry state is 22% and 35% of the dry volume respectively. Find the shrinkage ratio.