An Integrated Tool for Optimizing Rehabilitation Programs of Highways Pavement

Modeling pavement performance and optimizing resources represent two challenges for decision makers responsible for maintenance and rehabilitation of road networks pavement. This paper presents the developments made in a stochastic performance prediction model and optimization model as two major par...

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Main Authors: Mohamed Marzouk, Ehab Awad, Moheeb El-Said
Format: Article
Language:English
Published: RTU Press 2012-12-01
Series:The Baltic Journal of Road and Bridge Engineering
Subjects:
Online Access:https://bjrbe-journals.rtu.lv/article/view/3706
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spelling doaj-373b7df6afa34013bbb5b42573be57eb2020-11-25T03:37:12ZengRTU PressThe Baltic Journal of Road and Bridge Engineering1822-427X1822-42882012-12-017429730410.3846/bjrbe.2012.392052An Integrated Tool for Optimizing Rehabilitation Programs of Highways PavementMohamed Marzouk0Ehab Awad1Moheeb El-Said2Dept of Structural Engineering, Cairo University, 12613 Giza, EgyptOrascom Construction Industries, Nile City Towers, Corniche El Nil, 11221 Cairo, EgyptDept of Structural Engineering, Cairo University, 12613 Giza, EgyptModeling pavement performance and optimizing resources represent two challenges for decision makers responsible for maintenance and rehabilitation of road networks pavement. This paper presents the developments made in a stochastic performance prediction model and optimization model as two major parts of an integrated pavement management system. Markov modeling is used to create a transition process model that is implemented to predict pavement condition throughout the life time of road networks. With the use of the Pavement Condition Index (PCI), the steps of performing the prediction of deterioration are presented, showing the process of creating the elements of Markov matrix. The obtained results are used to set the priorities for maintenance planning and budgeted cost allocations on the network level. The proposed model advises decision makers on the status of network level with the guidelines to keep road conditions in acceptable level of performance according to the predefined strategies. Genetic algorithms technique is adopted to build optimization model. Three objective functions are constructed for budgeted cost of maintenance and rehabilitation program, quality of work performed, and selected area for program implementation. A brief description of the developed pavement management systems, including the prediction and the optimization models, are presented. A numerical example is worked out to illustrate the practical use of both models.https://bjrbe-journals.rtu.lv/article/view/3706pavement management systemmarkov modelingmulti-objective optimizationpareto frontgenetic algorithms
collection DOAJ
language English
format Article
sources DOAJ
author Mohamed Marzouk
Ehab Awad
Moheeb El-Said
spellingShingle Mohamed Marzouk
Ehab Awad
Moheeb El-Said
An Integrated Tool for Optimizing Rehabilitation Programs of Highways Pavement
The Baltic Journal of Road and Bridge Engineering
pavement management system
markov modeling
multi-objective optimization
pareto front
genetic algorithms
author_facet Mohamed Marzouk
Ehab Awad
Moheeb El-Said
author_sort Mohamed Marzouk
title An Integrated Tool for Optimizing Rehabilitation Programs of Highways Pavement
title_short An Integrated Tool for Optimizing Rehabilitation Programs of Highways Pavement
title_full An Integrated Tool for Optimizing Rehabilitation Programs of Highways Pavement
title_fullStr An Integrated Tool for Optimizing Rehabilitation Programs of Highways Pavement
title_full_unstemmed An Integrated Tool for Optimizing Rehabilitation Programs of Highways Pavement
title_sort integrated tool for optimizing rehabilitation programs of highways pavement
publisher RTU Press
series The Baltic Journal of Road and Bridge Engineering
issn 1822-427X
1822-4288
publishDate 2012-12-01
description Modeling pavement performance and optimizing resources represent two challenges for decision makers responsible for maintenance and rehabilitation of road networks pavement. This paper presents the developments made in a stochastic performance prediction model and optimization model as two major parts of an integrated pavement management system. Markov modeling is used to create a transition process model that is implemented to predict pavement condition throughout the life time of road networks. With the use of the Pavement Condition Index (PCI), the steps of performing the prediction of deterioration are presented, showing the process of creating the elements of Markov matrix. The obtained results are used to set the priorities for maintenance planning and budgeted cost allocations on the network level. The proposed model advises decision makers on the status of network level with the guidelines to keep road conditions in acceptable level of performance according to the predefined strategies. Genetic algorithms technique is adopted to build optimization model. Three objective functions are constructed for budgeted cost of maintenance and rehabilitation program, quality of work performed, and selected area for program implementation. A brief description of the developed pavement management systems, including the prediction and the optimization models, are presented. A numerical example is worked out to illustrate the practical use of both models.
topic pavement management system
markov modeling
multi-objective optimization
pareto front
genetic algorithms
url https://bjrbe-journals.rtu.lv/article/view/3706
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