Void ratio of a soil is 0.9, its porosity shall be
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Void ratio of a soil is 0.9, its porosity shall be:
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- A clay has the following Atterberg Limits: LL 24% PL 13% SL 4% The clay shrinks from 10.65 cm^3 to 7.41 cm^3 when the moisture content is decreased from liquid limit to the shrinkage limit. Determine: 1. Plasticity Index (in PERCENTAGE form and in 2 decimal places) 2. Specific gravity of clay solids (in 2 decimal places) 3. Shrinkage ratio (in 2 decimal places)If the volume of voids is equal to the volume of solids in a soil mass, than the vaiues of porosity and voids ratio respectively are (a) 1.0 and 0.0 (c) 0.5 and 1.0 (b) 0.0 and 1.0 (d) 1.0 and 0.5The total volume of a soil soecimen is 80,000 mm³ and it weighs 150 grams. The dry weight of the specimen is 130 grams and the density of the soil solids is 2680 Kg/m³. Find the following: a) The water content. b) Void Ratio. c) Porosity. d) Degree of saturation. e) Saturated unit weight. f) Dry unit weight.
- PLS. ANSWER ASAP WITH COMPLETE SOLUTION4 DECIMAL PLACES A saturated sample of clay with a shrinkage limit of 22 has a natural water content of 35%.a. What would its dry volume be as a percentage of its original volume if the specific gravity of soil solids is 2.70?b. What would be the void ratio of the soil in its natural water content?c. What is the dry density of the soil sample?Determine void ratio of soil given porosity is 0.35The void ratio of the soil is given as 0.6. Determine the porosity of the soil.
- A saturated sample of inorganic clay has a volume of 21.4 cm3 and weighs 36.7 g. After drying, the volume is 13.7 cm3. The weight of dry soil is 23.2 g. Determine the following: (a) Water content, (b) specific gravity, (c) void ratio, (d) saturated unit weight, (e) dry unit weight, (f) shrinkage limit.The Atterberg limits of a clay soil are: Liquid limit = 75%; Plastic limit = 45%; and Shrinkage limit = 25%. If a sample of this soil has a volume of 30 cm3 at the liquid limit and a volume 16.6 cm3 at the shrinkage limit. Determine the specific gravity of solids, shrinkage ratio, and the volumetric shrinkage.A soil has bulk unit weight of 20kN / (m ^ 3) and water content of 18%. Calculate the water content if the soil particle dries to a unit weight of 22kN/(m ^ 3) and the void ratio remains constant. (Give the answer rounded to the nearest integer value)
- The Atterberg limits of a clay soil are 72%, 40% and 23%. If a sample of this soil has a volume of 29.5 cm³ at the liquid limit and a volume 16.4 cm3 at the shrinkage limit, a. determine the specific gravity of solids determine the shrinkage ratio b.A soil sample has a porosity of 40 percent. The specific gravity of solids is 2.70 . What is void ratio? A) 0.467 B) 0.567 C) 0.667 D) 0.7434.1.6 The degree of saturation of a cohesive soil is 100%. The clay when wet weighs 1489g and after drying weighs only 876g. Find the water content of the soil. Draw a phase diagram and properly label it. Compute the void ratio and the porosity, the total density and the dry density.