期刊文献+

基于道路特征信息变化率的公路线形质量评价 被引量:9

Highway Alignment Evaluation Based on Road Characteristic Information Variation
在线阅读 下载PDF
导出
摘要 公路线形质量对行车的舒适性和安全性有着非常重要的影响,如何合理有效地对其进行评价是一个有待解决的问题。从驾驶员行车时接受道路信息的角度出发,提出了道路特征信息变化率的概念,并作为评价公路线形质量的定量指标运用到平面线形、纵断面线形和平纵组合的评价研究中。研究表明:平曲线半径越小,驾驶员接受的道路特性信息变化率越大,驾驶员负担也越重;此外,平曲线长度、竖曲线半径及平纵组合都对道路特性信息变化率有较大的影响。研究成果可为改善公路线形,提高行车安全提供依据。 Highway alignment has great effect on driving comfort and safety, and how to evaluate it needs to be solved. The concept of change rate of road characteristic information (CRRCI) is proposed based on drivers" reception to road information while driving. As a quantitative index for highway alignment evaluation, it is applied to research on evaluating the quality of horizontal alignment, vertical alignment and combination alignment. It is proved that the smaller radius of horizontal alignment, the larger CRRCI received by driver, and the heavier burthen pressed on driver. Further more, the length of horizontal alignment, the radius of vertical curve and mode of combination alignments have effect on CRRCL The result can be used to improving highway alignment and increasing driving safety.
出处 《公路交通科技》 CAS CSCD 北大核心 2006年第10期1-4,14,共5页 Journal of Highway and Transportation Research and Development
基金 上海市博士后科研资助计划(04R214205)
关键词 公路线形 道路特征信息变化率 定量评价 行车安全 highway alignment change rate of road characteristic information (CRRCI) evaluation index driving safety
  • 相关文献

参考文献7

  • 1张廷锴,等.道路路线设计[M].上海:同济大学出版社,1990.
  • 2潘暁東,後藤純一,山本誠.運転者の心理的生理的反応に基づく林道幾何構造の評価-山岳道路の線形表現法と最高血压の变動[J].日本林学会誌,1998,80(3):143-150.
  • 3高建平,郭忠印.基于运行车速的公路线形设计质量评价[J].同济大学学报(自然科学版),2004,32(7):906-911. 被引量:81
  • 4JTG/TB05-2004.公路项目安全性评价指南[S].[S].,..
  • 5ING RALF ROOS.Innovations for Road Safety (Introductory report)[R].Germany:Technical University of karlsruhe,2003.
  • 6WILLIAM H LEVISON,ALVAH C BITTNER JR,STEVEN J HUNN.Computational techniques used in the driver performance model of the interactive highway safety design model[C]//80th TRB Annual Meeting Paper No.01-2 187.2001.
  • 7方守恩,杨轸.104国道(浙江段)事故黑点整治研究[R].上海:同济大学交通运输学院,2004:34-36.

二级参考文献5

  • 1JTGB01-2003.公路工程技术标准[S].[S].,..
  • 2Roads and Traffic Authority.Speed-speed problem definition and countermeasure summary[R].New South Wales: Roads and Traffic Authority,2000.
  • 3Federal Highway Administration.Synthesis of safety research related to speed and speed limits[ R].Washington: Federal Highway Administration,1999.
  • 4Federal Highway Administration.Speed prediction for two-lane rural highways [ R ].Washington: Federal Highway Administration,2000.
  • 5范振宇,张剑飞.公路运行车速测算模型的研究和标定[J].中国公路学报,2002,15(1):107-109. 被引量:40

共引文献215

同被引文献60

引证文献9

二级引证文献68

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部