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Project Level Pavement Management Optimization Procedure Combining Optimal Control Theory and HDM-4 Models

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2014
1251.pdf (544.6Kb)
Authors
Ćirilović, Jelena
Mladenović, Goran
Queiroz, Cesar
Conference object (Published version)
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Abstract
The paper presents an optimal control theory-based procedure for finding the optimal timing and intensity of pavement maintenance treatments, which was adjusted based on the models for pavement deterioration and road user costs from the HDM-4 and RUCKS models. The model for improvement in pavement condition after a maintenance treatment was calibrated according to Patersons bilinear model. The closed-form solution is then compared to the solution obtained by using genetic algorithms (GAs). In both methodologies special attention was given to the quality of the optimal solution in terms of evaluating: (i) the time between the maintenance treatments; (ii) minimal/maximal thicknesses of overlays calculated in the optimal maintenance plan; and (iii) parameters defining pavement condition before and after the maintenance treatment. The comparison between the two methodologies allowed analyzing limitations in each one of them and led to improvements in the optimal solution.
Source:
Transport Research Arena (TRA) 2014 Proceedings, 2014
Publisher:
  • Institut Francais des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR),
Funding / projects:
  • Development and Modeling of Energy-Efficient, Adaptable, Multiprocessor and Multisensor Low-Power Electronic Systems (RS-32043)
[ Google Scholar ]
Handle
https://hdl.handle.net/21.15107/rcub_grafar_1253
URI
https://grafar.grf.bg.ac.rs/handle/123456789/1253
Collections
  • Radovi istraživača / Researcher's publications
  • Катедра за путеве, аеродроме и железнице
Institution/Community
GraFar
TY  - CONF
AU  - Ćirilović, Jelena
AU  - Mladenović, Goran
AU  - Queiroz, Cesar
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1253
AB  - The paper presents an optimal control theory-based procedure for finding the optimal timing and intensity of pavement maintenance treatments, which was adjusted based on the models for pavement deterioration and road user costs from the HDM-4 and RUCKS models. The model for improvement in pavement condition after a maintenance treatment was calibrated according to Patersons bilinear model. The closed-form solution is then compared to the solution obtained by using genetic algorithms (GAs). In both methodologies special attention was given to the quality of the optimal solution in terms of evaluating: (i) the time between the maintenance treatments; (ii) minimal/maximal thicknesses of overlays calculated in the optimal maintenance plan; and (iii) parameters defining pavement condition before and after the maintenance treatment. The comparison between the two methodologies allowed analyzing limitations in each one of them and led to improvements in the optimal solution.
PB  - Institut Francais des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR),
C3  - Transport Research Arena (TRA) 2014 Proceedings
T1  - Project Level Pavement Management Optimization Procedure Combining Optimal Control Theory and HDM-4 Models
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1253
ER  - 
@conference{
author = "Ćirilović, Jelena and Mladenović, Goran and Queiroz, Cesar",
year = "2014",
abstract = "The paper presents an optimal control theory-based procedure for finding the optimal timing and intensity of pavement maintenance treatments, which was adjusted based on the models for pavement deterioration and road user costs from the HDM-4 and RUCKS models. The model for improvement in pavement condition after a maintenance treatment was calibrated according to Patersons bilinear model. The closed-form solution is then compared to the solution obtained by using genetic algorithms (GAs). In both methodologies special attention was given to the quality of the optimal solution in terms of evaluating: (i) the time between the maintenance treatments; (ii) minimal/maximal thicknesses of overlays calculated in the optimal maintenance plan; and (iii) parameters defining pavement condition before and after the maintenance treatment. The comparison between the two methodologies allowed analyzing limitations in each one of them and led to improvements in the optimal solution.",
publisher = "Institut Francais des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR),",
journal = "Transport Research Arena (TRA) 2014 Proceedings",
title = "Project Level Pavement Management Optimization Procedure Combining Optimal Control Theory and HDM-4 Models",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1253"
}
Ćirilović, J., Mladenović, G.,& Queiroz, C.. (2014). Project Level Pavement Management Optimization Procedure Combining Optimal Control Theory and HDM-4 Models. in Transport Research Arena (TRA) 2014 Proceedings
Institut Francais des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR),..
https://hdl.handle.net/21.15107/rcub_grafar_1253
Ćirilović J, Mladenović G, Queiroz C. Project Level Pavement Management Optimization Procedure Combining Optimal Control Theory and HDM-4 Models. in Transport Research Arena (TRA) 2014 Proceedings. 2014;.
https://hdl.handle.net/21.15107/rcub_grafar_1253 .
Ćirilović, Jelena, Mladenović, Goran, Queiroz, Cesar, "Project Level Pavement Management Optimization Procedure Combining Optimal Control Theory and HDM-4 Models" in Transport Research Arena (TRA) 2014 Proceedings (2014),
https://hdl.handle.net/21.15107/rcub_grafar_1253 .

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