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Problem 15: A proposed earth dam project will contain 7,000,000 m of compacted earth fill having a porosity of 0.4. There are three quarry pit sites nearby A, B and C. It is required to determine the most economical solution to this construction project based on the overall transport cost. Transport Cost S/tonne Bulk density kg/m³ 1950 2000 Pit Site Void ratio 1.24 1.05 0.31 0.34 A 1.16 0.33 2140

Problem 15: A proposed earth dam project will contain 7,000,000 m of compacted earth fill having a porosity of 0.4. There are three quarry pit sites nearby A, B and C. It is required to determine the most economical solution to this construction project based on the overall transport cost. Transport Cost S/tonne Bulk density kg/m³ 1950 2000 Pit Site Void ratio 1.24 1.05 0.31 0.34 A 1.16 0.33 2140

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Problem 15: A proposed earth dam project will contain 7,000,000 m of compacted earth fill having a porosity of 0.4. There are three quarry pit sites nearby A, B and C. It is required to determine the most economical solution to this construction project based on the overall transport cost. Transport Cost S/tonne Bulk density kg/m³ 1950 2000 Pit Site Void ratio 1.24 1.05 0.31 0.34 A 1.16 0.33 2140
Transcribed Image Text:Problem 15: A proposed earth dam project will contain 7,000,000 m of compacted earth fill having a porosity of 0.4. There are three quarry pit sites nearby A, B and C. It is required to determine the most economical solution to this construction project based on the overall transport cost. Transport Cost S/tonne Bulk density kg/m³ 1950 2000 Pit Site Void ratio 1.24 1.05 0.31 0.34 A 1.16 0.33 2140
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