The volume if the soil sample measured before drying is 11 cu.cm. The wet weight of soil is 207 g and the dried wet of the soil sample is 163 g. If the sp.gr. of soil is 2.69, determine the following: a) Void ratio b) Degree of saturation c) Dry unit weight a zero air voids

In a partially saturated soil, the following data are available; void ratio 1.0, moisture 32%, solids density 2.7. Calculate:to. The specific weight of the soil massb. Degree of saturation (%)c. Relative specific weight of the soil mass

Situation 2: A sample of moist soil was found to have the following characteristics: Volume 0.01456 m3 (as sampled) Mass 25.74 Kg (as sampled) 22.10 Kg (after oven drying) Specific gravity of solids: 2.69 a. Find the density b. dry unit weight c. void ratio d. porosity e. degree of saturation for the soil f. What would be the moist unit weight when the degree of saturation is 80%?

Soil mechanics question, please solve