Optimizing design of highway horizontal alignments: New substantive safety approach

被引:57
作者
Easa, Said M. [1 ]
Mehmood, Atif [1 ]
机构
[1] Ryerson Polytech Univ, Dept Civil Engn, Toronto, ON M5B 2K3, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
D O I
10.1111/j.1467-8667.2008.00560.x
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Highway agencies are continually facing safety problems on highways, especially on horizontal alignments. Traditionally, the geometric design implicitly considers safety through satisfying minimum design requirements for different geometric elements. This article presents a new substantive-safety approach for the design of horizontal alignments based not only on minimum design guidelines, but also on actual collision experience. The curve radii, spiral lengths, lane width, shoulder width, and tangent lengths are determined to optimize the mean collision frequency along the highway. The model allows the parameters of the horizontal alignment to vary within specified ranges. The model also considers any specified physical obstructions in selecting the optimal alignment. Collision experience is addressed using existing collision prediction models for horizontal alignments and cross sections. The model is applicable to two-lane rural highways for which collision prediction models exist. Application of the model is presented using numerical examples. The proposed substantive-safety approach takes horizontal alignment design one step further beyond the minimum-guideline concept, and therefore should be of interest to highway designers.
引用
收藏
页码:560 / 573
页数:14
相关论文
共 29 条