Take water content as 50% and G =2.8
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- A 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.A dry soil has a void ratio of 0.65 and its grain specific gravity is 2.8. Water is added to the sample so that its degree of saturation is 60% without any change in void ratio. The sample is next placed below water. Determine:1. Dry unit weight of the soil2. The water content3. The bulk unit weight4. Saturated unit weight (without considering buoyancy) if the degree of saturation is 95% and 100%.The unit weight of a soil is 96 lbs /cubic feet. The moisture content of this soil is 17% when the degree of saturation is 60%. Determine the following:a. Void ratiob. Specific gravity of soil solidc. The unit weight of solidd. Saturated unit weight
- Subject: Geotechnical Engineering and Soil Mechanics 1.) The mass of dried soil sample is 260 g. When immersed in water the soil particles displace 96 cm3. If the soil sample has a water content of 12.8%; determine the following: Dry bulk specific gravity Dry density Degree of saturation if void ratio is 0.451. A clay soil sample is saturated and has a field moisture content of 0.29 with a shrinkage limit of 0.20 the specific gravity is 2.70. Determine the ratio of the dry volume of the sample to its original volume. The topic is Soil Consistency (Soil Mechanics)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.
- The unit weight of a soil is 14.9 kN/m3. The moisture content of this soil is 17% when the degree of saturation is 60%. Determinea) Void ratiob) Specific gravity of soil solidsc) Saturated unit weightThe saturated unit weight of a soil is 126 lb/ft3. The moisture content of the soil is 18.2%. Determine the following:a) Dry unit weightb) Void ratioc) Specific gravity of soil solidsThe wet mass of a sample of saturated soil is 520 grams. The dry mass, after oven-drying, is 400 grams. Don't assume the value of Gs. Determine the a) specific gravity of soil solids b) water content c) void ratio d) saturated unit weight
- SUBJECT: SOIL MECHANICS A soil sample has a bulk unit weight of 19.6 kN/cubic meter at a water content of 10% Assuming that the specific gravity of the solids is 2.1 a. Determine the percent (%) of air in the voids.1. A sample of saturated soil weighs 588N and has a volume of 0.03m3. If the void ratio of the soil is 0.75, determine the specific gravity of the solids.A soil sample has a mass of 129.1 g and a volume of 56.4 cm . Mass of the soil grains is 121.5g. The soil grains specific gravity is 2.7. Find water content percentage, what is the void ratio, and degree of saturation.
