2-13. The wet unit weight of a soil sample is 18.55 kN/m³. Its specific gravity of solids and water content are 2.72 and 12.3%, respectively. Find the dry unit weight, void ratio, and degree of saturation. 2-14. A fine sand has an in-place unit weight of 18.85 kN/m³ and a water content of 5.2%. The specific gravity of solids is 2.66. Void ratios at densest and loos- est conditions are 0.38 and 0.92, respectively. Find the relative density.

Q: 2. A specimen (50 mm diameter and 100 mm height) of moist sand weights 3.31 N. Its dry weight is 3.0…

A:

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: Given: Weight of wet sand sample (Ww) = 500 g                        Weight of Dry sand sample (Wd)…

A:

Q: ry density of a sand with a porosity of 0.387 is 1600 kg/m³. Find the void ratio soil and the…

A: Give data of soil :- Dry density = 1600 kg/m3 Porosity = 0.387 For The given soil we have to find…

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: 2.1 A soil specimen has a volume of 0.05 m² and a mass of 87.5 kg. Given: w = 15%, G, = 2.68.…

A: Given,Volume of soil (V)=0.05 m3mass of soil (M)=87.5 kgwater content (w)=15%w=0.15Gs=2.68Now,Bulk…

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: If the coefficient of uniformity of a soil sample is close to 10, the soil’s gradation can be…

A: The coeff of uniformity  is given by Cu=D60D10 It is unity for the uniformly graded soil So the…