[1]孙璐,秦玉秀,游克思,等.基于可靠度的隧道行车视距影响因素分析[J].东南大学学报(自然科学版),2014,44(4):859-863.[doi:10.3969/j.issn.1001-0505.2014.04.032]
 Sun Lu,Qin Yuxiu,You Kesi,et al.Reliability-based risk analysis of sight distance influence factors in tunnel[J].Journal of Southeast University (Natural Science Edition),2014,44(4):859-863.[doi:10.3969/j.issn.1001-0505.2014.04.032]
点击复制

基于可靠度的隧道行车视距影响因素分析()
分享到:

《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
44
期数:
2014年第4期
页码:
859-863
栏目:
交通运输工程
出版日期:
2014-07-16

文章信息/Info

Title:
Reliability-based risk analysis of sight distance influence factors in tunnel
作者:
孙璐12秦玉秀1游克思3崔相民4Mostafa Ardakani1
1东南大学交通学院, 南京 210096; 2美国Catholic大学土木工程系, 华盛顿特区 20064; 3上海市政工程设计研究总院(集团)有限公司, 上海 200092; 4山东省公路检测中心, 济宁 270000
Author(s):
Sun Lu12 Qin Yuxiu1 You Kesi3 Cui Xiangmin4 Mostafa Ardakani1
1School of Transportation Engineering, Southeast University, Nanjing 210096, China
2Department of Civil Engineering, The Catholic University of America, Washington DC 20064, USA
3Shanghai Municipal Engineering Design Institute(Group)Co. Ltd., Shanghai 200092, China
4Shandong Highway Testing Center, Jining 270000, China
关键词:
道路工程 行车视距 可靠度 曲线半径 净高
Keywords:
road engineering sight distance reliability curve radius clear height
分类号:
U491
DOI:
10.3969/j.issn.1001-0505.2014.04.032
摘要:
为了研究隧道中曲线半径、路面摩擦系数、横净距及净高等不同设计参数对隧道行车视距的影响,将车辆运行速度、路面摩擦系数、驾驶人反应时间、隧道横净距及设计净高作为随机变量,以可靠度理论为基础,构建了隧道中平、竖曲线段的行车视距功能函数.通过改变隧道行车视距影响参数的设置,分析了隧道中行车视距的安全可靠性,并提出了隧道中行车视距的可靠性求解步骤.研究结果表明,隧道内行车视距失效概率随着曲线半径、路面摩擦系数、设计净高、隧道横净距的增加而减小,随着运行速度的增加而增大;设计净高、侧墙也对隧道内的行车视距产生影响.
Abstract:
In order to analyze the impacts of different design parameters such as curve radius, pavement friction coefficient, lateral clear distance and clear height on tunnel sight distance, vehicle running speed, pavement friction coefficient, driver reaction time, lateral clear distance and design clear height are considered as random variables. Performance functions of sight distance on horizontal and vertical curves are proposed based on the reliability theory. The safety reliability of tunnel sight distance is analyzed by changing the parameters that affect the tunnel sight distance, and steps to solve the safety reliability of tunnel sight distance are proposed. Analysis results indicate that with the increase of curve radius, pavement friction coefficient, design clear height and lateral clear distance, the failure probability of tunnel sight distance reduces. However, the failure probability of sight distance in tunnel increases with the increase of vehicle running speed. In addition, design clear height and sidewall also have impacts on tunnel sight distance.

参考文献/References:

[1] 韩熠,王跟民. 关于公路隧道视距曲线半径的探讨[C]//全国城市公路学会第十七届学术年会论文集.绍兴, 2008:28-31.
  Han Yi, Wang Genmin. Discussion about the curve radius of sight distance on road tunnel[C]//The 17th National City Highway Institute Annual Conference Proceedings. Shaoxing, 2008: 28-31.(in Chinese)
[2] Felipe E L. Reliability-based design for highway horizontal curves [D]. Vancouver, Canada: British Columbia University, 1996.
[3] Faghri A, Demetsky M J. Reliability and risk assessment in the prediction of hazards at rail-highway grade crossings [J]. Transportation Research Record, 1988, 1160: 45-51.
[4] Easa S M. Reliability-based design of sight distance at railroad grade crossings [J]. Transportation Research Part A: Policy and Practice, 1994, 28(1): 1-15.
[5] Khoury J E, Hobeika A G. Assessing the risk in the design of passing sight distances [J]. Journal of Transportation Engineering, 2007, 133(6): 370-377.
[6] 朱兴琳, 方守恩.公路路线设计可靠性分析[J]. 公路交通科技, 2009, 26(10): 135-138.
  Zhu Xinglin, Fang Shouen. Analysis on reliability of highway alignment design [J]. Journal of Highway and Transportation Research and Development, 2009, 26(10): 135-138.(in Chinese)
[7] 朱兴琳. 基于可靠度理论的公路路线设计[J]. 长安大学学报: 自然科学版, 2010, 30(4): 46-50.
  Zhu Xinglin. Highway geometric design based on reliability theory [J]. Journal of Chang’an University: Natural Science Edition, 2010, 30(4): 46-50.(in Chinese)
[8] Zheng Z R. Application of reliability theory to highway geometric design [D]. Vancouver, Canada: The University of British Columbia, 1997.
[9] 杨少伟.道路勘测设计[M].北京: 人民交通出版社,2007:121-122.
[10] 方靖,汪双杰,祝站东,等. 高速公路隧道路段大型车运行速度模型[J].交通运输工程学报, 2010, 10(3): 90-93.
  Fang Jing, Wang Shuangjie, Zhu Zhandong, et al. Operating speed models for trucks at expressway tunnel sections [J]. Journal of Traffic and Transportation Engineering, 2010, 10(3): 90-93.(in Chinese)
[11] Mclean J R. Speeds on curves: side friction factor considerations[R].Victoria, Canada: Australian Road Research Board, 1978.
[12] Fambro D B, Koppa R J, Picha D L, et al. Driver braking performance in stopping sight distance situations [J]. Transportation Research Record, 2000, 1701: 9-16.
[13] Andjus V, Maletin M. Speeds of cars on horizontal curves [J]. Transportation Research Record, 1998, 1612: 42-47.
[14] Fambro D B, Fitzpatrick K, Koppa R J. New stopping sight distance model for use in highway geometric design [J]. Transportation Research Record, 2000, 1701: 1-8.
[15] Fitzpatrick K, Fambro D B, Stoddard A M. Safety effects of limited stopping sight distance on crest vertical curves [J]. Transportation Research Record, 2000, 1701: 17-24.
[16] Fambro D B, Fitzpatrick K, Koppa R J. Determination of stopping sight distances [J]. Transportation Research Record, 1997, 1467: 9-11.
[17] Lamm R, Psarianos B, Mailaender T. Highway design and traffic safety engineering handbook [M]. New York: Mcgraw-Hill, 1999: 28-32.
[18] You K, Sun L, Gu W. Reliability-based risk analysis of roadway horizontal curves [J]. Journal of Transportation Engineering, 2012, 138(8): 1071-1081.
[19] Davis G A, Sanderson K, Davuluri S. Development and testing of a vehicle/pedestrian collision model for neighborhood traffic control[R]. Twin Cities, MN, USA: University of Minnesota, 2002.
[20] Lerner N. Age and driver perception-reaction time for sight distance design requirements [C]//Institute of Transportation Engineers 65th Annual Meeting. Washington, DC, USA, 1995: 624-628.
[21] 重庆交通科研设计院.JTG D70—2004公路隧道设计规范[S].北京:人民交通出版社,2004.

相似文献/References:

[1]魏建军,邢姣秀,付智.行车荷载引起桥梁振动对修复混凝土性能影响[J].东南大学学报(自然科学版),2010,40(5):1057.[doi:10.3969/j.issn.1001-0505.2010.05.033]
 Wei Jianjun,Xing Jiaoxiu,Fu Zhi.Effect of traffic load induced bridge vibrations on concrete tensile properties[J].Journal of Southeast University (Natural Science Edition),2010,40(4):1057.[doi:10.3969/j.issn.1001-0505.2010.05.033]
[2]倪富健,成晟,顾兴宇,等.路面结构的动态谱元分析[J].东南大学学报(自然科学版),2010,40(3):575.[doi:10.3969/j.issn.1001-0505.2010.03.027]
 Ni Fujian,Cheng Sheng,Gu Xingyu,et al.Spectral element analysis of dynamic pavement structure response[J].Journal of Southeast University (Natural Science Edition),2010,40(4):575.[doi:10.3969/j.issn.1001-0505.2010.03.027]
[3]马涛,张道义,黄晓明.SBS改性沥青抽提回收影响因素及改进方案[J].东南大学学报(自然科学版),2008,38(5):811.[doi:10.3969/j.issn.1001-0505.2008.05.014]
 Ma Tao,Zhang Daoyi,Huang Xiaoming.Influential factors and improvement of extraction and recovery of SBS modified asphalt[J].Journal of Southeast University (Natural Science Edition),2008,38(4):811.[doi:10.3969/j.issn.1001-0505.2008.05.014]
[4]黄宝涛,廖公云,张静芳.半刚性基层沥青路面层间接触临界状态值的计算方法[J].东南大学学报(自然科学版),2007,37(4):666.[doi:10.3969/j.issn.1001-0505.2007.04.024]
 Huang Baotao,Liao Gongyun,Zhang Jingfang.Analytical method of interlayer contact fettle in semi-rigid-base bituminous pavement[J].Journal of Southeast University (Natural Science Edition),2007,37(4):666.[doi:10.3969/j.issn.1001-0505.2007.04.024]
[5]陈俊,黄晓明.采用离散元方法评价集料的骨架结构[J].东南大学学报(自然科学版),2012,42(4):761.[doi:10.3969/j.issn.1001-0505.2012.04.035]
 Chen Jun,Huang Xiaoming.Evaluation of aggregate skeleton structure using the discrete element method[J].Journal of Southeast University (Natural Science Edition),2012,42(4):761.[doi:10.3969/j.issn.1001-0505.2012.04.035]
[6]孙志林,黄晓明.沥青路面线性疲劳损伤特性及形变规律[J].东南大学学报(自然科学版),2012,42(3):521.[doi:10.3969/j.issn.1001-0505.2012.03.025]
 Sun Zhilin,Huang Xiaoming.Linear fatigue damage characteristics and deformation law of asphalt pavement[J].Journal of Southeast University (Natural Science Edition),2012,42(4):521.[doi:10.3969/j.issn.1001-0505.2012.03.025]
[7]王艳,倪富健,李再新.水泥稳定碎石基层温缩性能试验及预估控制[J].东南大学学报(自然科学版),2008,38(2):260.[doi:10.3969/j.issn.1001-0505.2008.02.015]
 Wang Yan,Ni Fujian,Li Zaixin.Test and estimate control on temperature shrinkage performance of cement-treated macadam[J].Journal of Southeast University (Natural Science Edition),2008,38(4):260.[doi:10.3969/j.issn.1001-0505.2008.02.015]
[8]李志栋,黄晓明,岳学军.半刚性基层沥青路面非连续结构强迫振动声效[J].东南大学学报(自然科学版),2011,41(6):1277.[doi:10.3969/j.issn.1001-0505.2011.06.028]
 Li Zhidong,Huang Xiaoming,Yue Xuejun.Sound analysis of forced vibration feature of discontinuous structure in semi-rigid base asphalt pavement[J].Journal of Southeast University (Natural Science Edition),2011,41(4):1277.[doi:10.3969/j.issn.1001-0505.2011.06.028]
[9]孙璐,辛宪涛,任皎龙.纳米改性沥青混合料路用性能[J].东南大学学报(自然科学版),2013,43(4):873.[doi:10.3969/j.issn.1001-0505.2013.04.037]
 Sun Lu,Xin Xiantao,Ren Jiaolong.Pavement performance of nanomaterial modified asphalt mixture[J].Journal of Southeast University (Natural Science Edition),2013,43(4):873.[doi:10.3969/j.issn.1001-0505.2013.04.037]
[10]陈俊,黄晓明.路面加铺后旧沥青混合料的疲劳性能[J].东南大学学报(自然科学版),2008,38(3):516.[doi:10.3969/j.issn.1001-0505.2008.03.030]
 Chen Jun,Huang Xiaoming.Fatigue performance of old pavement asphalt mixtures after overlay[J].Journal of Southeast University (Natural Science Edition),2008,38(4):516.[doi:10.3969/j.issn.1001-0505.2008.03.030]

备注/Memo

备注/Memo:
收稿日期: 2013-11-29.
作者简介: 孙璐(1972—),男,博士,教授,博士生导师,sunl@cua.edu.
基金项目: 国家自然科学基金重点资助项目(U1134206)、国家自然科学基金外国青年学者研究基金资助项目(51250110075)、国家道路安全科技行动计划资助项目(2009BAG13A02).
引用本文: 孙璐,秦玉秀,游克思,等.基于可靠度的隧道行车视距影响因素分析[J].东南大学学报:自然科学版,2014,44(4):859-863. [doi:10.3969/j.issn.1001-0505.2014.04.032]
更新日期/Last Update: 2014-07-20