a. The moisture content of the soil specimen is 20%, and the total weight is 300 gr. Calculate the void ratio and degree of saturation if the total volume was 180 cm3. (Gs = 2.5)

Q: The water content of a 100% saturated soil is 30%, and the specific gravity of solids is 2.50.…

A: Water content = w = 30% Degree of saturation = S = 100% Specific gravity = G = 2.65   To determine -…

Q: The total volume of a soil specimen is 80,000 mm3 and it weighs 150 grams. The dry weight of the…

A: Find the following: a) The water content. b) Void Ratio. e) Porosity. d) Degree of saturation. e)…

Q: 9. A cubic meter of a saturated, normally consolidated clay has a dry mass of 4 kg and a porosity of…

A: Since we know that                 Void ratio (e) = Porosity1- porosity = n1-n Here porosity (n) =…

Q: Pb-3 A 588 cm³ volume of moist sand weighs 1010 gm. Its dry weight is 918 gm and specific gravity of…

A: Volume of the moist sand-To Find-The value of void ratio (e).

Q: The data of soil specimen are given below; Y(pcf) = 128.9, S% = 48.7 Y(pcf) = 131.4, S% = 78.8 a.…

A: We know Y= (G+Se)(1+e)Yw When Y=128.9, S=48.7% And when Y=131.4, S=78.8%

Q: Pb-3 A 588 cm³ volume of moist sand weighs 1010 gm. Its dry weight is 918 gm and specific gravity of…

A:

Q: The wet density of a sample of sand found at a site is 1.85 Mg/cubic meter with a water content of…

A:

Q: c. Recall that the natural moisture of the soil is 36.4%. Consider that the following properties…

A: Natural moisture of the soil (W) = 36.4%Specific gravity, Gs = 2.62Unit weight of water, w = 9.81…