A Bayesian decision support system for optimizing pavement management programs.

Bayesian belief networks Decision-support Machine-learning Uncertainty

Journal

Heliyon
ISSN: 2405-8440
Titre abrégé: Heliyon
Pays: England
ID NLM: 101672560

Informations de publication

Date de publication:
15 Feb 2024
Historique:
received: 23 03 2023
revised: 05 01 2024
accepted: 31 01 2024
medline: 15 2 2024
pubmed: 15 2 2024
entrez: 15 2 2024
Statut: epublish

Résumé

Over time, the pavement deteriorates due to traffic and the environment, resulting in poor riding quality and structural inadequacies. Evaluating pavement condition over time is thus a critical component of any pavement management system (PMS) to extend the service life of pavements. However, the uncertainty associated with the pavement deterioration process due to the heterogeneous nature of the pavement degradation factors makes the process difficult. The current work addresses this challenge of pavement management by developing an expert system framework based on Bayesian Belief Networks (BBN). This framework integrates data on existing road deterioration factors with knowledge gained from pavement experts to produce optimal decisions. The advantages of the BBN techniques lie in their ability to capture uncertainty, and probabilistically infer the values of variables in the domain, especially in the case of incomplete information where we only have data about some and not all variables. This has motivated the adoption of BBN in this study to optimize pavement maintenance decisions, on the basis of inferred road deterioration interpretations drawn from partial knowledge about road distress variables. This study presents the adoption of Bayesian methods to assist pavement maintenance engineers in determining the most successful and efficient maintenance and repair (M&R) tactics and the best time to apply them by means of a decision-support system. Data collected from 32 road sections in the United Arab Emirates in relation to road distress parameters (rutting, deflection, cracking, and international roughness index), as well as road characteristics, traffic, and environment data, has been used to demonstrate the applicability of the proposed decision-support tool.

Identifiants

pubmed: 38356536
doi: 10.1016/j.heliyon.2024.e25625
pii: S2405-8440(24)01656-6
pmc: PMC10865306
doi:

Types de publication

Journal Article

Langues

eng

Pagination

e25625

Informations de copyright

© 2024 Published by Elsevier Ltd.

Déclaration de conflit d'intérêts

The authors declare the following financial interests/personal relationships which may be considered as potential competing interests:Hamad AlJassmi reports financial support was provided by 10.13039/501100006013United Arab Emirates University under the fund code 12R099.

Auteurs

Babitha Philip (B)

Department of Civil and Environmental Engineering, UAE University, Al Ain, P.O.Box 15551, United Arab Emirates.
Emirates Center for Mobility Research (ECMR), UAE University, Al Ain, P.O.Box 15551, United Arab Emirates.

Hamad AlJassmi (H)

Department of Civil and Environmental Engineering, UAE University, Al Ain, P.O.Box 15551, United Arab Emirates.
Emirates Center for Mobility Research (ECMR), UAE University, Al Ain, P.O.Box 15551, United Arab Emirates.

Classifications MeSH