3. One liter of soil has a wet mass of 1500 g; dry mass of 1200 g, and a volume of soil solids of 450 cm3. Density of water = 1.0 g cm3. Calculate the following parameters: i. Mean Particle Density
ii. Dry Bulk Density
iii. Wet Bulk Density
iv. Dry Specific Volume
v. Porosity
vi. Void Ratio
vii. Mass Wetness
viii. Volume Wetness
ix. Water Volume Ratio
x. Degree of Saturation
xi. Air-Filled Porosity
xii. Mean Specific Gravity of the Solids
xiii. Air-Water Ratio
xiv. Solid Fraction
xv. Pie-Chart of three soil phases