soil has dry unit weight of 17.5 kN/m², specific gravity of 2.65 and degree of saturation of 72%.
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- 4.For a given soil, Gs = 2.74 and moist unit weight is 20.6kN/m3, and moisture content of 16.6%. a. Determine the dry unit weight of soil. b. Determine the degree of saturation of the soil. c. Determine the volume of water to be added per cubic meter of soil for the soil to be saturated.The moist mass of 0.1 ft^3 of soil is 12.5 lb. If the moisture content is 14% and the specific gravity of soil solids is 2.71, determine the following: a. Moist unit weight b. Dry unit weight c. Void ratio d. Porosity e. Degree of saturation f. Volume occupied by waterThe moist weight of 0.1 cubic feet of soil is 125 lbs. If the moisture content is 14% and the specific gravity of soil solids is 2.71. Determine the following: Moist Unit Weight, Dry Unit Weight, Void Ratio, Porosity, Degree of Saturation, and the Volume occupied by water.
- The moist unit weight of a soil is 17.8 kN/m3 and the moisture content is 14%. If the specific gravity of the soil solids is 2.69, calculate the following:a. Dry unit weightb. Void ratioc. Degree of saturationGiven the dry density = 1650 kg/m3, moisture content = 25%, and Specific gravity = 2.7. Calculate the dry density of soil corresponding to 5% air void content. (Round off the value without unit)Soil Mechanics (1) For a soil, the following are given: Specific gravity = 2.67, moist unit weight = 17.6 kN/m³, water unit weight = 9.81 kN/m3 and moisture content = 12 %. Determine (a) Dry unit weight, (b) Void ratio, (c) Porosity, (d) Degree of saturation
- . The moist weight of 5.66 x 103 m³ of soil is 102.3 x 103 kN. The moisture content and the specific gravity of the soil solids are determined in the laboratory to be 11% and 2.7, respectively. Calculate the following a. Moist Unit weight (kN/m³) b. Dry unit weight (kN/m³) c. Void ratio d. Porosity e. Degree of saturation (%) f. Volume occupied by water (m³)A soil has dry unit weight 15.5 kN/m', specific gravity of 2.65 and of 3 saturation of 72%. degree Considering the unit weight of water as of 10 kN/m', the water content of the soil (in %, round off to two decimal places) isThe porosity of the soil is 0.35 and it’s moist unit weight is 17.5 kN/m^3. The specific gravity of the soil is 2.69. Compute the moisture content of the soil. Compute the degree of saturation. Compute the saturated unit weight of the soil.
- A soil has dry unit weight of 15.5 kN/m3, specific gravity of 2.65 and degree of saturation of 72%.Considering the unit weight of water as 10 kN/m³, the water content of the soil (in % round off of two decimal places) is3.11 The moist density of a soil is 1750 kg/m³. Given w = 23% and G, = 2.73, determine: a. Dry density b. Porosity c. Degree of saturation d. Mass of water, in kg/m', to be added to reach full saturation.3) For a given moist soil, given that volume = 33m3; mass = 33kg; moisture content = 10%; Gs = 2.7, calculate the following: a. Moist density (kg/m3) b. Dry density (kg/m3) c. Void ratio d. Porosity e. Degree of saturation (%) f. Volume occupied by water