Traffic & Transportation Engineering

Three-Dimensional Highway Alignment Design and Constraints Modeling

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  • 1.School of Civil Engineering and Transportation,South China University of Technology,Guangzhou 510640,Guangdong,China; 2.School of Civil Engineering,Suzhou University of Science and Technology,Suzhou 215011,Jiangsu,China; 3.School of Geosciences and Info-Physics,Central South University,Changsha 410007,Hunan,China
葛婷( 1987-) ,女,博士,讲师,主要从事道路线形设计理论与方法研究. E-nail: geting_happy@163. com

Received date: 2015-09-03

  Online published: 2020-11-30

Supported by

Supported by the National Natural Science Foundation of China( 51278202, 51378512, 51508204)

Abstract

Highway geometric design is an important part of highway construction,which directly influences the safety and comfort of driving.In order to overcome the shortcomings of the separated horizontal and vertical alignment design methods,by adopting the curvature and the torsion as new alignment design indexes,a new method for the three-dimensional highway geometric design is developed based on the fact that the highway centerline is a three-dimensional curve in nature.Then,by analyzing the engineering constrains of the three-dimensional highway alignment design from the aspects of geometric continuity,vehicle stability and driving comfort,a constraint model is constructed.Finally,the design values of the three-dimensional alignment indexes at different design speeds are determined based on the current design guidelines and experiences and by integrating the constructed constraint model.This new design method can avoid the limitations of unmeasurable combined effects and geometric continuity degradation in the traditional design method,and it provides a new solution to improving the safety of highway alignment design.

Cite this article

GE Ting FU Xin-sha LI Hai-feng LONG Li-dun YANG Yong-hong . Three-Dimensional Highway Alignment Design and Constraints Modeling[J]. Journal of South China University of Technology(Natural Science), 2016 , 44(8) : 91 -97,105 . DOI: 10.3969/j.issn.1000-565X.2016.08.014

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