Part II $-$ Problems

A soil was found to have a wet density of $1720k\frac{g}{m^3}$ at a water content of $16\mathrm{.}3\%.$ The specific gravity of the soil particles was $2\mathrm{.}67.$ Calculate the soil's:

a$)$ dry density

b$)$ void ratio

c$)$ porosity

d$)$ degree of saturation