西南交通大学交通运输与物流学院;西南交通大学综合交通运输智能化国家地方联合工程实验室;
道路施工给交通带来巨大的负面影响,研究施工区引起的延误,有利于寻找对交通影响最小化的施工方案和组织方法。本文回顾了施工区交通延误的相关研究,对施工交通延误模型和工具进行了归纳分类,评价了各类模型和工具的优缺点与适用范围,并分析了现有研究成果的不足。回顾发现,当前的模型可分为单瓶颈和双瓶颈施工区延误计算模型两类:单瓶颈施工区的延误计算模型可分为行驶延误、停车延误和复合延误模型三类;双瓶颈区目前仅有行驶延误的计算模型,尚缺乏停车延误和复合延误模型。当前延误计算模型与工具均是针对国外的高速公路,不能应用于城市道路施工区,有待开发针对我国城市道路施工区的交通延误模型。
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基本信息:
DOI：
中图分类号:U491
引用信息:
[1]杨达,陈玉婷,文成.高速公路施工区交通延误模型研究综述[J],2018,16(03):28-37.
基金信息:
国家自然科学基金(51408509,51278429);; 中央高校基本科研业务费专项资金资助项目(2682016CX046)