路面状况管理与路网级防滑管理相结合:多选择目标编程方法

Md Al Amin, R. Machemehl
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引用次数: 0

摘要

公路可促进经济增长和社会发展。传统上,路面管理在进行养护和修复(M&R)决策时会考虑路面状况以及系统限制因素。公路机构的主要任务之一是促进安全。公路安全涉及多种因素的复杂互动。然而,路面表面摩擦力与安全之间的联系已得到公认。路面表面特性会影响乘客的安全性和舒适性。由于路面管理过程在进行管理和修复决策时只考虑路面物理条件,因此有必要将安全指标纳入管理和修复过程,以同时提高乘坐舒适性和安全性。本研究旨在将路面表面摩擦力(即抗滑性)纳入传统的路面管理中。通过系统地将抗滑性与路面条件一起纳入路面管理与修复决策,提出了一个基于多选目标编程的优化模型。多选目标编程允许设定区间目标,而不是固定目标。我们进行了一项案例研究,以证明所提出的模型在管理路面状况和路面抗滑方面的实用性。案例研究考虑了与路面状况、打滑状态和维修与修复成本相关的五个目标。讨论了不同情况下目标之间的相互作用。案例研究还使用了摩擦处理和传统的路面管理处理方法。该模型可以捕捉路面状况与路面打滑之间的相互作用,并确定最能实现目标的方案。所提出的方法提供了一种简单的方法来选择网络级的管理与修复计划,并获得对路面状况和打滑管理的深入了解。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Pavement Condition Management Coupled with Skid Management at the Network Level: A Multi-Choice Goal Programming Approach
Highways promote economic growth and social development. Traditionally, pavement management considers pavement conditions for maintenance and rehabilitation (M&R) decision-making along with system constraints. One of the major tasks of highway agencies is to promote safety. Highway safety involves a complicated interaction of multiple factors. However, it is well established that there is a link between pavement surface friction and safety. Pavement surface characteristics affect the safety and comfort of passengers. Since the pavement management process considers only pavement physical conditions in M&R decision-making, there is a need to include safety indicators in the process to promote both riding comfort and safety. This study aims to integrate the pavement surface friction, that is, the skid resistance, into traditional pavement management. An optimization model has been proposed based on multi-choice goal programming by systematically integrating skid resistance into pavement M&R decision-making along with pavement conditions. Multi-choice goal programming allows setting interval aspirations rather than a fixed target. A case study has been conducted to demonstrate the usefulness of the proposed model in managing pavement conditions and pavement skids together. The case study considered five goals related to pavement conditions, skid states, and M&R costs. Interaction among the goals is discussed in different scenarios. The case study also uses friction treatment with traditional pavement management treatments. The model can capture the interaction between pavement conditions and pavement skids and determine the program that best achieves the goals. The proposed method provides a simple approach to selecting a network-level M&R program and obtaining insights into the management of conditions and skid together.
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