Determine the water content ii, Dry density (ii) Bulk density (i void ratio (V) Degree of saturation from the following data: Sample Size = 3.81cm dia x 1.62cm ht; wet = 166.8g; oven dry weight = 140g; Specific 2 gravity weight = 2.1 2. The porosity of a Soil sample is 35%. & SG is Labe 2.7. calculate its void rahio, dry density, saturated density and Submerged density. 3. A Soil has bulk density of 20.1KN/m and water content of 15%.. Calculate the water content. it the soil partially dries to a density of 19.4KN/m and the void ralio Temeains unchanged. H. one cubic metex of wet soll weighs 19.80KN. If the specific gravity of soil particles is 2.40 & water content is 11%, find the ratio of voids (void rahio) dry density and degree of saturation. Bulk density (7) = 19.8kN/m G = 2.40, W = 11%. 5. The density of a partially Saturated soil was found to be 1-888 /cc. 3b the moisture Content and void ratio of the soll be 24.8% and 0.76 respectively, determine the specific gravity of solids & the degree of Saturation. 6. Determine the relative density of of the soil if emax is 0.92, emin is 0.62, enatural is 0.65. emax = 0'92, emin 0.62, en= 0.65