(1) Given a soil with a moist unit weight of 107.7 pcf, a moisture content of 18.0 % and a specific gravity of 2.72, fill in all the blanks on the phase diagram. Also, find the void ratio, porosity, dry unit weight and degree of saturation. Note: e=V/Vs, S=Vw/Vv, n=Vy/V Weight (lb) 0 Volume (ft) 1.00 (2) The moist unit weight of a soil is 19.2 kN/m. Given that Gs=2.69 and w=9.8%, determine: (use phase diagram to solve) a. Void ratio b. Dry unit weight c. Degree of Saturation