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首页> 外文期刊>Journal of Infrastructure Systems >Rutting and Roughness of Flood-Affected Pavements: Literature Review and Deterioration Models
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Rutting and Roughness of Flood-Affected Pavements: Literature Review and Deterioration Models

机译：受洪水影响的路面的车辙和粗糙度：文献综述与恶化模型

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摘要

In recent years, flooding has caused disruptions to road management by significantly increasing rehabilitation costs. To date, there is very limited literature addressing the rapid deterioration of pavements immediately after a flooding event. This paper presents a state-of-the-art review of the literature on assessment and modeling deterioration of flood-affected pavements. Twenty peer-reviewed journal articles and conference papers and nine published reports are reviewed. Very few studies have attempted to incorporate flooding events on pavement condition. The critical review of the literature discusses the contributions and limitations in the assessment of flood-affected pavements to date. It also discusses the research conducted on the development of new deterioration models specifically for flood-affected pavements and the importance of developing such models for the road management system. Because there is no deterioration models for rutting and roughness of flood-affected pavements, this paper also presents two mechanistic-empirical deterministic based models for deterioration of rutting and roughness of flood-affected pavements. These models are sufficient to be used by other road agencies after calibrating for local road conditions. The outcomes of this paper will guide future research and help to understand the impact of flooding events on rapid deterioration of pavements. The newly developed deterioration models will help road agencies make effective decisions for the rehabilitation and management of flood-affected pavements.
机译：近年来，洪水通过显着增加修复成本而导致道路管理中断。迄今为止，关于洪水后立即人行道迅速恶化的文献很少。本文介绍了有关评估和建模受洪水影响的路面退化的文献的最新进展。审阅了二十篇经同行评审的期刊文章和会议论文，以及九篇已发表的报告。很少有研究试图在路面情况下纳入洪水事件。文献的批判性评论讨论了迄今为止评估受洪水影响的路面的贡献和局限性。它还讨论了专门针对受洪水影响的路面开发新的劣化模型的研究，以及为道路管理系统开发此类模型的重要性。由于没有洪水泛滥的路面车辙和粗糙度的退化模型，因此本文还提出了两种基于机械经验确定性的洪水泛滥的路面车辙和粗糙度的模型。在对当地道路条件进行校准后，这些模型足以供其他道路机构使用。本文的结果将指导未来的研究，并有助于了解洪水事件对人行道快速恶化的影响。新开发的恶化模型将帮助公路部门为受洪水影响的路面的修复和管理做出有效的决策。

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  • 来源
    《Journal of Infrastructure Systems》 |2018年第2期|04018006.1-04018006.10|共10页
  • 作者

    Sultana Masuda; Chai Gary; Chowdhury Sanaul; Martin Tim; Anissimov Yuri; Rahman Anisur;

  • 作者单位

    Griffith Univ, Griffith Sch Engn, Gold Coast, Qld 4222, Australia;

    Griffith Univ, Griffith Sch Engn, Gold Coast, Qld 4222, Australia;

    Griffith Univ, Griffith Sch Engn, Gold Coast, Qld 4222, Australia;

    ARRB Grp Ltd, Asset Management, 500 Burwood Hwy, Vermont South, Vic 3133, Australia;

    Griffith Univ, Griffith Sci, Gold Coast, Qld 4222, Australia;

    Griffith Univ, Griffith Sch Engn, Gold Coast, Qld 4222, Australia;

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  • 正文语种 eng
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