Volume 12 Issue 1
. 
Turn off MathJax
Article Contents
Article Navigation >  Journal of Traffic and Transportation Engineering  > 2012  >  12(1): 63-71
GUO Ying-shi, FU Rui, YUAN Wei, LI Yu-liang, MA Yong, WANG Chang. Relation between accident rate and horizontal alignment for mountain highway[J]. Journal of Traffic and Transportation Engineering, 2012, 12(1): 63-71. doi: 10.19818/j.cnki.1671-1637.2012.01.011
Citation: GUO Ying-shi, FU Rui, YUAN Wei, LI Yu-liang, MA Yong, WANG Chang. Relation between accident rate and horizontal alignment for mountain highway[J]. Journal of Traffic and Transportation Engineering, 2012, 12(1): 63-71. doi: 10.19818/j.cnki.1671-1637.2012.01.011
shu

Relation between accident rate and horizontal alignment for mountain highway

doi: 10.19818/j.cnki.1671-1637.2012.01.011
  • 1.

    School of Automobile, Chang'an University, Xi'an 710064, Shaanxi, China

  • 2.

    Key Laboratory of Automotive Transportation Safety Technology of Ministry of Transport, Chang'an University, Xi'an 710064, Shaanxi, China

More Information
  • Author Bio:

    GUO Ying-shi(1964-), male, professor, PhD, +86-29-82334722, guoys@chd.edu.cn

  • Received Date: 2011-09-24
  • Publish Date: 2012-02-25
    Abstract
  • The traffic accident data and horizontal alignment data of two mountain highways were collected, the curvature change rate was regarded as the characteristic parameter of horizontal alignment, the regression analysis between accident rate and curvature change rate on current sample section was carried out, and the average curvature change rates of those several calculation intervals were respectively calculated, which were 0.25, 0.50, 0.75, 1.00 and 1.50 km upward of current sample section.The secondary treatment on the curvature change rate was carried out, and the relations between the accident rates and the curvature change rates were fitted by using least square method.Analysis result shows that the fitting determination coefficients between the accident rates and the curvature change rates on sections 1 and 2 are lower, are about 0.414 2 and 0.120 8 respectively.While on the calculation intervals that are 0.5 km upward of current sample sections, their positively secondary parabolic relations both are the most significantly, and the fitting determination coefficients are 0.966 1 and 0.790 8 respectively.While the average curvature change rate is about 0.002 0(°)·km-1, the accident rate is lowest.

     

    • FullText(HTML)
  • loading
    • References(23)
  • [1]
    杨宏志, 叶亚丽, 许金良, 等. 高速公路单车事故建模方法[J]. 交通运输工程学报, 2011, 11(1): 89-94. doi: 10.3969/j.issn.1671-1637.2011.01.015

    YANG Hong-zhi, YE Ya-li, XU Jin-liang, et al. Single-vehilce accident modeling method on freeway[J]. Journal of Traffic and Transportation Engineering, 2011, 11(1): 89-94. (in Chinese). doi: 10.3969/j.issn.1671-1637.2011.01.015
    [2]
    陈斌, 袁伟, 付锐, 等. 连续长大下坡路段交通事故特征分析[J]. 交通运输工程学报, 2009, 9(4): 75-78. doi: 10.3321/j.issn:1671-1637.2009.04.015

    CHEN Bin, YUAN Wei, FU Rui, et al. Analysis of traffic acci-dent characteristic on continuous long downgrade section[J]. Journal of Traffic and Transportation Engineering, 2009, 9(4): 75-78. (in Chinese). doi: 10.3321/j.issn:1671-1637.2009.04.015
    [3]
    崔洪军, 魏连雨, 朱敏清, 等. 公路平面设计中有关问题的探讨[J]. 中国公路学报, 2002, 15(1): 22-25. doi: 10.3321/j.issn:1001-7372.2002.01.006

    CUI Hong-jun, WEI Lian-yu, ZHU Min-qing, et al. Study of some horizontal curve design problems[J]. China Journal of Highway and Transport, 2002, 15(1): 22-25. (in Chinese). doi: 10.3321/j.issn:1001-7372.2002.01.006
    [4]
    FU Rui, GUO Ying-shi, YUAN Wei, et al. The correlation between gradients of descending roads and accident rates[J]. Safety Science, 2011, 49(3): 416-423. doi: 10.1016/j.ssci.2010.10.006
    [5]
    孟祥海, 关志强, 郑来. 基于几何线形指标的山区高速公路安全性评价[J]. 中国公路学报, 2011, 24(2): 103-108. doi: 10.3969/j.issn.1001-7372.2011.02.017

    MENG Xiang-hai, GUAN Zhi-qiang, ZHENG Lai. Safety evaluation of mountainous expressway based on geometric alignment indexes[J]. China Journal of Highway and Transport, 2011, 24(2): 103-108. (in Chinese). doi: 10.3969/j.issn.1001-7372.2011.02.017
    [6]
    符锌砂, 龙昱. 公路线形安全性模糊综合评价[J]. 公路, 2008(6): 88-92. https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL200806023.htm

    FU Xin-sha, LONG Yu. Fuzzy synthetic evaluation of high-way alignment safety[J]. Highway, 2008(6): 88-92. (inChinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL200806023.htm
    [7]
    程文, 郭忠印, 孔令旗. 路线线形与道路安全关系的研究[J]. 合肥工业大学学报: 自然科学版, 2002, 25(5): 703-706. doi: 10.3969/j.issn.1003-5060.2002.05.014

    CHENG Wen, GUO Zhong-yin, Kong Ling-qi. Research on the relation between road line features and road safety[J]. Journal of Hefei University of Technology: Natural Science, 2002, 25(5): 703-706. (in Chinese). doi: 10.3969/j.issn.1003-5060.2002.05.014
    [8]
    郭凤香. 道路线形安全分析与评价[D]. 昆明: 昆明理工大学, 2005.

    GUO Feng-xiang. Safety analysis and evaluation of road alignment[D]. Kunming: Kunming University of Science and Technology, 2005. (in Chinese).
    [9]
    王华荣, 孙小端, 贺玉龙, 等. 山区双车道公路尾随相撞事故与道路线形的关系[J]. 北京工业大学学报, 2010, 36(9): 1236-1241. https://www.cnki.com.cn/Article/CJFDTOTAL-BJGD201009014.htm

    WANG Hua-rong, SUN Xiao-duan, HE Yu-long, et al. Effects of geometric features of rear-end crash accidents on moutainous two-lane highways[J]. Journal of Beijing University of Technology, 2010, 36(9): 1236-1241. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-BJGD201009014.htm
    [10]
    陈永胜, 高耀华. 高速公路纵面设计微观事故预测模型研究[J]. 公路交通科技, 2001, 18(2): 5-8. doi: 10.3969/j.issn.1002-0268.2001.02.002

    CHEN Yong-sheng, GAO Yao-hua. Study on microcosmic accident-predict model focused on vertical design of express-way[J]. Journal of Highway and Transportation Research and Development, 2001, 18(2): 5-8. (in Chinese). doi: 10.3969/j.issn.1002-0268.2001.02.002
    [11]
    邹健. 浅谈道路线形设计对交通安全的影响及改善措施[J]. 公路, 2002(6): 42-47. https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL200206015.htm

    ZOU Jian. Research on effect and improvement measures of road alignment design on road traffic safety[J]. Highway, 2002(6): 42-47. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL200206015.htm
    [12]
    VOGT A, BARED J G. Accident models for two-lane rural roads: segments and intersections[R]. Mclean: Federal Highway Administration, 1998.
    [13]
    GLENNON J C, NEUMAN T R, LEISCH J E, et al. Safety and operational considerations for design of rural highway curves[R]. Mclean: Federal Highway Administration, 1985.
    [14]
    景天然. 交通事故与公路条件的关系[J]. 同济大学学报: 自然科学版, 1991, 19(3): 287-294. https://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ199103004.htm

    JING Tian-ran. Relation between traffic and highway and highway conditions[J]. Journal of Tongji University: Nat-ural Science, 1991, 19(3): 287-294. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ199103004.htm
    [15]
    黄进, 方守恩. 平曲线路段事故数目与线形元素的关系[J]. 公路, 2002(12): 76-79. doi: 10.3969/j.issn.0451-0712.2002.12.019

    HUANG Jin, FANG Shou-en. Relationship between accident number and alignment elements of horizontal curve sections[J]. Highway, 2002(12): 76-79. (in Chinese). doi: 10.3969/j.issn.0451-0712.2002.12.019
    [16]
    KARLAFTIS M G, GOLIAS I. Effects of road geometry and traffic volumes on rural roadway accident rates[J]. Accidents Analysis and Prevention, 2002, 34(3): 357-365. doi: 10.1016/S0001-4575(01)00033-1
    [17]
    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, 10(3): 10-16. doi: 10.3969/j.issn.1671-1637.2010.03.002

    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, 10(3): 10-16. (in Chinese). doi: 10.3969/j.issn.1671-1637.2010.03.002
    [18]
    FITZPATRICK K, ELEFTERIADOU L, HARWOO D W, et al. Speed prediction for two-lane rural highways[R]. Mclean: Federal Highway Administration, 2000.
    [19]
    WAING J C. Quantifying the relationship between geometric design consistency and road safety[D]. Vancouver: The University of British Columbia, 2002.
    [20]
    杜水友, 章皓, 郑永军, 等. 最小二乘法拟合压力传感器二次曲线及精度分析[J]. 中国计量学院学报, 2005, 16(3): 185-187. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGJL200503003.htm

    DU Shui-you, ZHANG Hao, ZHENG Yong-jun, et al. The secondary order curve of pressure sensors decided by the least square and accuracy analysis[J]. Journal of China Jiliang University, 2005, 16(3): 185-187. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGJL200503003.htm
    [21]
    林雨, 杨轸, 潘晓东. 缓和曲线长度对车辆行驶轨迹的影响[J]. 西南交通大学学报, 2011, 46(2): 200-204. doi: 10.3969/j.issn.0258-2724.2011.02.004

    LIN Yu, YANG Zhen, PAN Xiao-dong. Effect of spiral transition curve length on vehicle path[J]. Journal of Southwest Jiao-tong University, 2011, 46(2): 200-204. (in Chinese). doi: 10.3969/j.issn.0258-2724.2011.02.004
    [22]
    章锡俏, 李松龄, 杨龙海. 寒冷地区设超高公路圆曲线半径设计仿真研究[J]. 武汉理工大学学报, 2011, 33(6): 64-67. https://www.cnki.com.cn/Article/CJFDTOTAL-WHGY201106016.htm

    ZHANG Xi-qiao, LI Song-ling, YANG Long-hai. Simulation analysis of superelevation highway circular curve radius design in cold regions[J]. Journal of Wuhan University of Technology, 2011, 33(6): 64-67. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-WHGY201106016.htm
    [23]
    潘晓东, 方青, 蒋宏. 基于驾驶视觉需求的山区公路平曲线安全评价[J]. 同济大学学报: 自然科学版, 2010, 38(12): 1763-1766. doi: 10.3969/j.issn.0253-374x.2010.12.009

    PAN Xiao-dong, FANG Qing, JIANG Hong. Driving visual demand-based safety evaluation of mountainous highway horizontal curve[J]. Journal of Tongji University: Natural Science, 2010, 38(12): 1763-1766. (in Chinese). doi: 10.3969/j.issn.0253-374x.2010.12.009
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索
    Get Citation
    PDF
    XML

    Article Metrics

    Article views (827) PDF downloads(734) Cited by()
    Proportional views
    Related

    Copyright《Journal of Traffic and Transportation Engineering》编辑部陕ICP备05001904号-1

    Address ：Editorial Department of Journal of Traffic and Transportation Engineering, Chang 'an University, Middle Section of South Second Ring Road, Xi 'an, Shaanxi（710064） Tel：029-82334388 Email：jygc@chd.edu.cn

    All visit:Today's visit:

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return