首页> 外文OA文献 >Accounting for the effects of rehabilitation actions on the reliability of flexible pavements: performance modeling and optimization
【2h】

Accounting for the effects of rehabilitation actions on the reliability of flexible pavements: performance modeling and optimization

机译:考虑修复措施对柔性路面可靠性的影响:性能建模和优化

代理获取
本网站仅为用户提供外文OA文献查询和代理获取服务,本网站没有原文。下单后我们将采用程序或人工为您竭诚获取高质量的原文,但由于OA文献来源多样且变更频繁,仍可能出现获取不到、文献不完整或与标题不符等情况,如果获取不到我们将提供退款服务。请知悉。

摘要

A performance model and a reliability-based optimization model for flexible pavementsthat accounts for the effects of rehabilitation actions are developed. The developedperformance model can be effectively implemented in all the applications that requirethe reliability (performance) of pavements, before and after the rehabilitation actions.The response surface methodology in conjunction with Monte Carlo simulation is usedto evaluate pavement fragilities. To provide more flexibility, the parametric regressionmodel that expresses fragilities in terms of decision variables is developed. Developedfragilities are used as performance measures in a reliability-based optimization model.Three decision policies for rehabilitation actions are formulated and evaluated using agenetic algorithm. The multi-objective genetic algorithm is used for obtaining optimaltrade-off between performance and cost.To illustrate the developed model, a numerical study is presented. The developedperformance model describes well the behavior of flexible pavement before as well asafter rehabilitation actions. The sensitivity measures suggest that the reliability offlexible pavements before and after rehabilitation actions can effectively be improved by providing an asphalt layer as thick as possible in the initial design and improving thesubgrade stiffness. The importance measures suggest that the asphalt layer modulus atthe time of rehabilitation actions represent the principal uncertainty for the performanceafter rehabilitation actions. Statistical validation of the developed response model showsthat the response surface methodology can be efficiently used to describe pavementresponses. The results for parametric regression model indicate that the developedregression models are able to express the fragilities in terms of decision variables.Numerical illustration for optimization shows that the cost minimization and reliabilitymaximization formulations can be efficiently used in determining optimal rehabilitationpolicies. Pareto optimal solutions obtained from multi-objective genetic algorithm can beused to obtain trade-off between cost and performance and avoid possible conflictbetween two decision policies.
机译:针对柔性路面的性能模型和基于可靠性的优化模型,该模型考虑了修复措施的影响。开发的性能模型可以在修复操作之前和之后的所有需要​​路面可靠性(性能)的应用中有效地实施。响应面方法与蒙特卡洛模拟相结合用于评估路面的脆弱性。为了提供更大的灵活性,开发了可在决策变量方面表达脆弱性的参数回归模型。在基于可靠性的优化模型中,已开发的脆弱性用作性能度量。使用遗传算法制定并评估了三种康复行动决策策略。利用多目标遗传算法获得性能和成本之间的最佳折衷。为说明该模型,进行了数值研究。改进的性能模型很好地描述了柔性路面在修复之前和之后的行为。敏感性措施表明,通过在初始设计中提供尽可能厚的沥青层并提高路基刚度,可以有效地改善柔性路面在修复前后的可靠性。重要措施表明,修复行动时的沥青层模量代表了修复行动后性能的主要不确定性。对开发的响应模型的统计验证表明,响应面方法可以有效地用于描述路面响应。参数回归模型的结果表明,所开发的回归模型能够用决策变量表达脆弱性。优化的数字说明表明,成本最小化和可靠性最大化的公式可以有效地用于确定最佳的恢复政策。从多目标遗传算法获得的帕累托最优解可用于权衡成本和性能,避免两个决策策略之间可能的冲突。

著录项

  • 作者

    Deshpande Vighnesh Prakash;

  • 作者单位
  • 年度 2009
  • 总页数
  • 原文格式 PDF
  • 正文语种 en_US
  • 中图分类

相似文献

  • 外文文献
  • 中文文献
  • 专利

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号