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(i) A dry soil has a void ratio of 0.65 and its grain exact 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 alter in void ratio. Verify the water content and unit weight.
(iii) The sample is next placed below water. Verify the true unit weight (not considering buoyancy) if the degree of saturation is 95% and 100% correspondingly.
The construction of a new bakery requires the property development firm to pay the municipality the cost to expand its sewage treatment plant. In addition to the expansion costs, t
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What is reciprocal ranging
Minimum volume of sump volume for pumps Maximum pumping rate = Q P Volume of sump = V Inflow Rate = Q i Cycle Time T c = t 1 + t 2 t 1 = V / Q P - Q i t 2
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