Incorporating pavement deterioration uncertainty into pavement management optimization

Pavement management systems can be used to efficiently allocate limited maintenance budgets to better align with pavement deterioration. However, pavement deterioration is subject to uncertain fact...

[1]  Susan L. Tighe,et al.  Application of Markov chains and Monte Carlo simulations for developing pavement performance models for urban network management , 2018 .

[2]  Patil Mayuresh,et al.  Application Of Markovian Probabilistic Process To Develop A Decision Support System For Pavement Maintenance Management , 2013 .

[3]  Víctor Yepes,et al.  Robust decision-making design for sustainable pedestrian concrete bridges , 2020 .

[4]  Stephen H Richards,et al.  Calibration and Application of Treatment Performance Models in a Pavement Management System in Tennessee , 2015 .

[5]  Dan M. Frangopol,et al.  Time‐variant sustainability assessment of seismically vulnerable bridges subjected to multiple hazards , 2013 .

[6]  Jay N. Meegoda,et al.  Roughness Progression Model for Asphalt Pavements Using Long-Term Pavement Performance Data , 2014 .

[7]  Víctor Yepes,et al.  Sustainable Pavement Management , 2015 .

[8]  Yehuda Kleiner,et al.  Scheduling Inspection and Renewal of Large Infrastructure Assets , 2001 .

[9]  Han Zhang,et al.  Life-Cycle Optimization of Pavement Overlay Systems , 2010 .

[10]  Fred L. Mannering,et al.  Analysis of Pavement Overlay and Replacement Performance Using Random Parameters Hazard-Based Duration Models , 2015 .

[11]  Feng Wang,et al.  Decision-Making Problem for Managing Pavement Maintenance and Rehabilitation Projects , 2003 .

[12]  Mohammad Jamal Khattak,et al.  Performance of Preventive Maintenance Treatments of Flexible Pavements , 2013 .

[13]  Seosamh B. Costello,et al.  Derivation of Transition Probability Matrices for Pavement Deterioration Modeling , 2006 .

[14]  Tatiana García-Segura,et al.  Sustainable bridge design by metamodel-assisted multi-objective optimization and decision-making under uncertainty , 2018, Journal of Cleaner Production.

[15]  Baoshan Huang,et al.  Evaluation of Effectiveness and Cost-Effectiveness of Asphalt Pavement Rehabilitations Utilizing LTPP Data , 2012 .

[16]  Véronique Cerezo,et al.  SUP&R DSS: A sustainability-based decision support system for road pavements , 2019, Journal of Cleaner Production.

[17]  Rayya Hassan,et al.  A comparison between three approaches for modelling deterioration of five pavement surfaces , 2017 .

[18]  Jidong Yang,et al.  Use of Recurrent Markov Chains for Modeling the Crack Performance of Flexible Pavements , 2005 .

[19]  Tatiana García-Segura,et al.  Accelerated optimization method for low-embodied energy concrete box-girder bridge design , 2019, Engineering Structures.

[20]  Dan M. Frangopol,et al.  Multi-objective design of post-tensioned concrete road bridges using artificial neural networks , 2017, Structural and Multidisciplinary Optimization.

[21]  Adelino Ferreira,et al.  Flexible pavement maintenance programming considering the minimisation of maintenance and rehabilitation costs and the maximisation of the residual value of pavements , 2015 .

[22]  Syed Waqar Haider,et al.  Estimating Optimum Timing for Preventive Maintenance Treatment to Mitigate Pavement Roughness , 2011 .

[23]  Víctor Yepes,et al.  Multiobjective optimization of post-tensioned concrete box-girder road bridges considering cost, CO2 emissions, and safety , 2016 .

[24]  Suleiman Ashur,et al.  Integrated Pavement Management System with a Markovian Prediction Model , 2004 .

[25]  Kamal Golabi,et al.  INNOVATIVE PAVEMENT MANAGEMENT AND PLANNING SYSTEM FOR ROAD NETWORK OF PORTUGAL , 2003 .

[26]  Dan M. Frangopol,et al.  Lifetime reliability-based optimization of post-tensioned box-girder bridges , 2017 .

[27]  Hernán Gonzalo-Orden,et al.  Transition Probability Matrices for Flexible Pavement Deterioration Models with Half-Year Cycle Time , 2018 .

[28]  Zheng Wu,et al.  Pavement Preservation Optimization Considering Multiple Objectives and Budget Variability , 2009 .

[29]  Víctor Yepes,et al.  Bayesian network method for decision-making about the social sustainability of infrastructure projects , 2018 .

[30]  Thomas J. Van Dam,et al.  Proposed Pavement Performance Models for Local Government Agencies in Michigan , 2000 .

[31]  Hehua Zhu,et al.  Optimal Thresholds for Pavement Preventive Maintenance Treatments Using LTPP Data , 2017 .

[32]  Samer Madanat,et al.  A bottom-up solution for the multi-facility optimal pavement resurfacing problem , 2011 .

[33]  Sung Ho Park,et al.  Comparative Analysis of Performance Prediction Models for Flexible Pavements , 2019 .

[34]  Joaquim Agostinho Barbosa Tinoco,et al.  An application of Markov chains to predict the evolution of performance indicators based on pavement historical data , 2018 .

[35]  Han Zhang,et al.  Network-Level Pavement Asset Management System Integrated with Life-Cycle Analysis and Life-Cycle Optimization , 2013 .

[36]  Eugenio Pellicer,et al.  Towards a sustainable optimization of pavement maintenance programs under budgetary restrictions , 2017 .

[37]  George Morcous,et al.  Maintenance optimization of infrastructure networks using genetic algorithms , 2005 .