Borrow Pit Void Ratio Cost (PhP/m) A 0.85 450 B 1.90 250 0.95 350 D 0.70 550

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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.

 

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