Borrow pit Void ratio Cost ($/m³) A 0.82 9 В 0.91 7 C 0.95 8 D 0.75 11
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A proposed embankment fill required 8000 m3 of compacted soil. The void ratio of the compacted fill is specified to be 0.6. Four available borrow pits are shown below along with the void ratios of the soil and the cost per cubic meter for moving the soil to the proposed construction site. Make the necessary calculations to select the pit from which the soil should be brought to minimize the cost. Assume Gs to be the same for all borrow-pit soil.
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