Borrow Pit Void Ratio Cost (PhP/m) A 0.85 450 B 1.90 250 0.95 350 D 0.70 550
Borrow Pit Void Ratio Cost (PhP/m) A 0.85 450 B 1.90 250 0.95 350 D 0.70 550
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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A proposed earth embankment requires 50,000 cubic meters of soil. The soil will be compacted to a void ratio of 0.75 when it is placed in the embankment. There are four available borrow pits, designated A, B, C, and D. The void ratio of the soil in each pit and the cost per cubic meter for moving the soil to the proposed construction site are shown as follows:
Determine which borrow pit is the most economical.

Transcribed Image Text:Borrow Pit
Void Ratio
Cost (PhP/m³)
A
0.85
450
B
1.90
250
0.95
350
D
0.70
550
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