Minimizing earthwork volumes by optimizing vertical alignment with linear programming algorithm
Earthwork cost is one of the major cost items (approximately 25% of the construction costs) in road construction projects. The amount of earthwork volumes therefore earthwork cost, mostly depends on the geometry of the road vertical alignment. We can conclude that an optimized vertical alignment has...
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EDP Sciences
2020-01-01
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doaj-3c5f95d8d7be4ac2bfa926c52d2a7b712021-04-02T20:56:11ZengEDP SciencesE3S Web of Conferences2267-12422020-01-012240302810.1051/e3sconf/202022403028e3sconf_TPACEE2020_03028Minimizing earthwork volumes by optimizing vertical alignment with linear programming algorithmArtun Aytug0Badenko Vladimir1Volkova Yulia2Radaev Anton3Peter the Great St.Petersburg Polytechnic UniversityPeter the Great St.Petersburg Polytechnic UniversityPeter the Great St.Petersburg Polytechnic UniversityPeter the Great St.Petersburg Polytechnic UniversityEarthwork cost is one of the major cost items (approximately 25% of the construction costs) in road construction projects. The amount of earthwork volumes therefore earthwork cost, mostly depends on the geometry of the road vertical alignment. We can conclude that an optimized vertical alignment has a profound impact on earthwork costs. In this research paper, we solve the task connected to the minimization of earthwork cost by optimizing vertical alignment by the development of linear optimization model with different categories of unknown variables including vertical offsets between road and surface in different points as well as extremum points’ numbers. Proposed linear optimization model is supposed to be implemented with application of simplex method as the component of complex branch and bound approach. The developed model has been implemented on the basis of practical example. After the optimization of vertical alignment, earthwork volumes have been calculated in the road design software with average end area volume calculation method. We also have provided numerical results which include earthwork volumes and cost improvements over preliminary design.https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/84/e3sconf_TPACEE2020_03028.pdf |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Artun Aytug Badenko Vladimir Volkova Yulia Radaev Anton |
spellingShingle |
Artun Aytug Badenko Vladimir Volkova Yulia Radaev Anton Minimizing earthwork volumes by optimizing vertical alignment with linear programming algorithm E3S Web of Conferences |
author_facet |
Artun Aytug Badenko Vladimir Volkova Yulia Radaev Anton |
author_sort |
Artun Aytug |
title |
Minimizing earthwork volumes by optimizing vertical alignment with linear programming algorithm |
title_short |
Minimizing earthwork volumes by optimizing vertical alignment with linear programming algorithm |
title_full |
Minimizing earthwork volumes by optimizing vertical alignment with linear programming algorithm |
title_fullStr |
Minimizing earthwork volumes by optimizing vertical alignment with linear programming algorithm |
title_full_unstemmed |
Minimizing earthwork volumes by optimizing vertical alignment with linear programming algorithm |
title_sort |
minimizing earthwork volumes by optimizing vertical alignment with linear programming algorithm |
publisher |
EDP Sciences |
series |
E3S Web of Conferences |
issn |
2267-1242 |
publishDate |
2020-01-01 |
description |
Earthwork cost is one of the major cost items (approximately 25% of the construction costs) in road construction projects. The amount of earthwork volumes therefore earthwork cost, mostly depends on the geometry of the road vertical alignment. We can conclude that an optimized vertical alignment has a profound impact on earthwork costs. In this research paper, we solve the task connected to the minimization of earthwork cost by optimizing vertical alignment by the development of linear optimization model with different categories of unknown variables including vertical offsets between road and surface in different points as well as extremum points’ numbers. Proposed linear optimization model is supposed to be implemented with application of simplex method as the component of complex branch and bound approach. The developed model has been implemented on the basis of practical example. After the optimization of vertical alignment, earthwork volumes have been calculated in the road design software with average end area volume calculation method. We also have provided numerical results which include earthwork volumes and cost improvements over preliminary design. |
url |
https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/84/e3sconf_TPACEE2020_03028.pdf |
work_keys_str_mv |
AT artunaytug minimizingearthworkvolumesbyoptimizingverticalalignmentwithlinearprogrammingalgorithm AT badenkovladimir minimizingearthworkvolumesbyoptimizingverticalalignmentwithlinearprogrammingalgorithm AT volkovayulia minimizingearthworkvolumesbyoptimizingverticalalignmentwithlinearprogrammingalgorithm AT radaevanton minimizingearthworkvolumesbyoptimizingverticalalignmentwithlinearprogrammingalgorithm |
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