Given: A sample of clay soil of volume 1x10³ m² and mass 1.762kg, after being dried out in oven had a mass of 1.368kg. Required: find for sample in its original condition: dry density, water content, void ratio, air Voids, specific gravity and saturated density.

1.     (i) A dry soil has a void ratio of 0.65 and its grain specific gravity is = 2.80. What is its unit weight?(ii) Water is added to the sample so that its degree of saturation is 60% without any change in void ratio.    Determine the water content and unit weight.(iii) The sample is next placed below water. Determine the true unit weight (not considering buoyancy) if the degree of saturation is 95% and 100% respectively.   2.    A sample of saturated soil has a water content of 35%. The specific gravity of solids is 2.65. Determine its void ratio, porosity, saturated unit weight and dry unit weight   3.    For a given soil, the void ratio e, water content w, and specific gravity Gs are found to be 0.50, 15%, and 2.65, respectively. Find:  (a) Total unit weight of the soil γt (b) Degree of saturation S (c) Dry unit weight γd if the water in the void is removed   4. A  shrinkage limit test for a saturated specimen had the initial volume Vi = 21.35 cm3 and initial weight Wi = 37 gf (…

Show your solution, formula and given

A soil sample has the following properties: Sp.gr. = 2.67, Void ratio = 0.54, Water content = 11.2%. Compute the air void ratio.

i need the answer quickly

I need the answer as soon as possible

5. Following is the result of a modified proctor test. Determine the maximum dry unit weight, void ratio and saturation at optimum moisture content and energy of compaction. Make a tabulation of all your results. Volume of Mold (m³) Weight of Moise Soil in Mold (kN) OF Moisture Content 0.000945 10 0.000945 12 0.000945 14 0.000945 0.0177 16 0.000945 0.0173 18 0.000945 0.0166 20 COR

A sample of soil compacted according to the standard Proct or test has a density of 2.06 g/cm³ at 100% compaction and at an optimum water content of 14%. What is the dry unit weight? What is the dry unit weight at zero air-voids? If the voids become filled with water what would be the saturated unit weight? Assume Gs = 2.67 Air Water Solids Ma + - + M st

LL = 50% and PL = 23% If the soil had a natural water content of 56% prior to the Atterberg Limit test, explain the consistency condition of the soil at site.

→ Problem 1 A soil sample occupies a total volume of 0.33 ft³, with a total weight of 39.93 lbs. The specific gravity is 2.67, and the weight of soil solids found within the sample is 34.54 lbs. Find the following properties of the soil sample: a) The dry unit weight, yd b) The moist unit weight, y c) The water content, w d) The void ratio, e e) The degree of saturation, S