|本期目录/Table of Contents|

[1]李曌,王金安.高速公路工程道路交通安全评价研究及工程应用[J].中国安全生产科学技术,2011,7(7):120-124.
　LI Zhao,WANG Jin-an.Study on evaluation of expressway traffic safety and engineering application[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2011,7(7):120-124.
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高速公路工程道路交通安全评价研究及工程应用()
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《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]

卷:
7
期数:
2011年7期
页码:
120-124
栏目:
职业安全卫生管理与技术
出版日期:
2011-07-30

文章信息/Info

Title:
Study on evaluation of expressway traffic safety and engineering application
文章编号:
1673-193X(2011)-07-0120-05
作者:
李曌1; 2; 王金安1; 2
（1.北京科技大学 金属矿山开采与安全教育部重点实验室，北京100083）（2.北京科技大学 土木与环境工程学院，北京100083）
Author(s):
LI Zhao1; 2; WANG Jin-an1; 2
(1. State Key Laboratory of High-efficient Mining and Safety of Metal Mines， Ministry of Education， University of Science and Technology Beijing 2. School of Civil and Environmental Engineering， University of Science and Technology Beijing
关键词:
高速公路; 道路交通安全; 安全评价
Keywords:
expressway;  traffic safety;  safety evaluation
分类号:
X913
DOI:
-
文献标志码:
A
摘要:
针对我国高速公路工程日益突显的安全问题，结合四川省桃园（川陕界）至巴中高速公路工程的实际情况，分别从停车视距、竖曲线、 隧道进出口、横断面超高、长大下坡等5个方面进行安全性分析。研究提出高速公路工程道路交通安全评价程序：要以潮湿路面情况下计算出来 的停车视距为标准进行安全评价，凸曲线路段和凹曲线路段都应满足竖曲线最小半径，隧道平曲率半径大于所允许的最小半径值并通过基于运 行车速差的隧道进出口区域运行安全性的评价方法对隧道进出口进行安全预评价，超高安全评价要以一般圆曲线最小半径为标准，对于长大下 坡的运行速度与设计速度差应满足评价标准，最后结合实际工程数据，运用该安全评价方法，证明了其实用价值，为其它高速公路工程道路交 通安全评价提供参考。
Abstract:
For the growing security problems of the expressway projects, with the actual situation of the process of evaluation of Taoyuan County in the Sichuan Province (Sichuan-Shanxi border) to Bazhong Expressway Project alignment safety. For the characteristics of expressway project alignment safety, analyzing the safety of stopping sight distance, vertical curve, the entrance and exit of expressway tunnel, the ultrahigh of cross section, long steep downgrade and so on respectively. It proposes an evaluation procedure of the expressway traffic safety: stopping sight distance is based on statistics calculated by automobiles running on humid pavement; convex curve and concave curve of the road accord with the minimum radius of vertical curve; the radius of tunnel should be bigger than the minimum and the safety evaluation of tunnel entrance and exit is based on speed difference; the ultrahigh of cross section is based on the minimum radius of the curve; the different value of running speed and design speed accord with the evaluation criteria for long steep downgrade. At last, combining the practical statistics of the engineering, based on the evaluation method, this paper has practical value and it can be a reference case of evaluation of expressway traffic safety in the future.

参考文献/References:

[1] JTG D20-2006，公路路线设计规范[S]． JTG D20-2006，Design specification for highway alignment[S]．(in Chinese)[2] JTG B01-2003，公路工程技术标准[S]． JTG B01-2003，Technical standards of highway engineering[S]．(in Chinese)[3] JTG/T B05-2004，公路项目安全性评价指南[S]． JTG/T B05-2004，Guidebook of evaluation of highway[S]．(in Chinese)[4] 张雨化．道路勘测设计[M]．北京:人民交通出版社，1997:57261． ZHANG Yu-hua. Road Survey and Design [ M] . Beijing :China Communications Press, 1997 :57261.[5] 殷瑞华，朱光仪．浅谈公路隧道线形的安全设计[ J ]．公路，2003，48 (3)：1402142． YIN Rui-hua, ZHU Guang-yi. Discussing the Safety Design of Highway Tunnel’s Alignment [J ]. Highway, 2003, 48 (3) :1402142.[6] 王　琰，孔令旗，郭忠印，韩常领．基于运行安全的公路隧道进出口线形设计[ J ]．公路交通科技，2008，(3)． WANG Yan, KONG Ling-qi, GUO Zhong-yin, HAN Chang-ling. Alignment design at tunnel entrance and exit zone based on operating safety [ J ]. Journal of Highway and Transportation Research and Development, 2008.[7] 王玉兰. 青海省长大下坡路段交通安全分析与评价方法研究[D]. 西安：长安大学，2007． WANG Yu-lan. Research on traffic safety analysis and evaluation of long and steep downgrade sections in Qinghai [ D]. Xi’an: Chang’an University, 2007. (in Chinese)[8] 周晓光.青海省长大下坡交通事故预测模型的建立[D]．西安：长安大学，2007． ZHOU Xiao-guang. The establishment forecast model of traffic accidents on long and steep downgrades in Qinghai Province [ D]. Xi’an: Chang’an University, 2007. (in Chinese)[9] 杨宏志，胡庆谊，许金良．高速公路长大下坡路段安全设计与评价方法[ J ]．交通运输工程学报，2010，(3)． YANG Hong-zhi, HU Qing-yi, XU Jin-liang. Safety design and evaluation method of long-steep downgrade sections for expressway[ J ]. Journal of Traffic and Transportation Engineering. 2010. (3)．[10] 马海涛，杨润林，任智刚，张志增．高速公路建设工程安全预评价研究及工程应用．中国安全生产科学技术，2006，(5)． MA Hai-tao, YANG Run-lin, REN Zhi-gang, ANG Zhi-zeng.Study and Application on Safety Pre-assessment of Freeway Construction Project.Journal of Safety Science and Technology,2006,(5)．

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备注/Memo

备注/Memo:
收稿日期：20110221
基金项目：四川省交通科技项目（编号：2008.2151）
更新日期/Last Update: