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- A moist soil sample has a total density of 1900 kg/m3, degree of saturation of 34%, and specific gravity of solids (Gs) of 2.68. Calculate the void ratio, water content and dry density.Calculate the dry unit weight, the saturated unit weight and the buoyant unit weight of a soil having a void ratio of 0.70 and a value of Gs = 2.72. Calculate also the unit weight and water content at a degree of saturation of 75%.A soil sample in its natural state has a weight of 2.30kg and a volume of 1.15x10^-3 m^3. Under an over dried state, the dry weight of the sample is 2.035 kg. Gs=2.7 Determine the degree of saturation and the air content
- 2. A saturated soil with specific gravity of solids equal to 2.65 has a unit weight of 19KN /m^3. Determine the dry unit weight (KN/m^3) and porosity of the soil sample.A sample of moist soils was found to have the following characteristics: Total volume: 0.020 m3 Total mass: 34.15 kg Mass after oven drying: 28.75 kg Specific gravity of solids: 2.69 Find the density, unit weight, void ratio, porosity, and degree of saturation for the moist soil.The moist unit weight of soil is 16.5 KN/ m3. If the water content is 15% and specific gravity of soil is 2.7, determine the following: Dry unit weight Porosity Degree of saturation Mass of water in kg/ m3to be added to reach full saturation
- The field density of a soil sample is 1900 kg/m3 and the density of its solid particles is 2700 kg/m3. Compute the dry density, the void ratio and degree of saturation if the sample has a water content of 11.5%3. A saturated soil sample has a unit weight of 23 Kn/m^3 and specific gravity of 2.69. Compute the Dry Unit weight in English units, void ratio, Porosity, moisture content and the degree of saturation.The wet mass of a sample of a saturated soil is 520 grams. The dry mass, after oven-drying, is 400 grams. Determine the following: a. Water content b. Void ratio, c. Saturated unit weight d. Effective unit weight.
- A sample of soft saturated clay weighs 345 grams and has a volume of 195cc. After oven drying, the soil weighs 215 grams. Calculate the values of saturated unit weight, void ratio and specific gravity.PROBLEM EA Sample of moist soil has a water content of 20.0% and the moist unit weight of 21.09 KN/cu.meter. The specific gravity of the soil is 2.75. Compute the degree of saturation and the value of porosity.In its natural state, a moist soil has a volume of 0.33 ft3 and weighs 39.93 lb.The oven-dry weight of the soil is 34.54 lb. If Gs = 2.67, calculate the moisturecontent, moist unit weight, dry unit weight, void ratio, porosity, and degree of saturation.