[1]张 娟,朱文强,陈 君,等. 基于车速的公路连续长坡路段纵断面安全性研究[J].西安建筑科技大学学报(自然科学版),2016,48(04):529-534.[doi:10.15986/j.1006-7930.2016.04. 012]
 ZHANG Juan,ZHU Wenqiang,CHEN Jun,et al. Safety research of the longitudinal alignment of long and steep slope based on the velocity of vehicle [J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2016,48(04):529-534.[doi:10.15986/j.1006-7930.2016.04. 012]
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 基于车速的公路连续长坡路段纵断面安全性研究()
分享到:

西安建筑科技大学学报(自然科学版)[ISSN:1006-7930/CN:61-1295/TU]

卷:
48
期数:
2016年04期
页码:
529-534
栏目:
出版日期:
2016-08-31

文章信息/Info

Title:
 Safety research of the longitudinal alignment of long and steep slope based on the velocity of vehicle
文章编号:
1006-7930(2016)04-0529-06
作者:
 张 娟朱文强 陈 君 马 兰
( 西安建筑科技大学土木工程学院,陕西 西安,710055)
Author(s):
 ZHANG Juan ZHU Wenqiang CHEN Jun MA Lan
 (School of Civil Engineering , Xi′an University of Architecture and Technology , Xi′an 710055,China )
关键词:
 公路连续长坡路段坡度坡长竖曲线半径速度增长率
Keywords:
 long and steep slope slope slope length longitudinal radius speed increase rate
分类号:
U491
DOI:
10.15986/j.1006-7930.2016.04. 012
文献标志码:
A
摘要:
 为研究公路连续长坡路段纵断面与运行车速之间的关系,选择9名驾驶人进行实际道路实车试验.用动态GPS采集试验车辆的实时车速数据,分别得到上、下坡方向的85%车速,速度的表征参数选用速度增长率(车速的均值相对于85%车速的增长率,用表示),依次研究公路连续长坡路段纵断面要素与速度增长率之间的关系.研究结果表明:驾驶人对下坡方向坡度的敏感性较弱,坡度对车速的影响较小;速度增长率和缓坡坡长存在三次函数关系,但上坡方向的速度增长率随缓坡坡长的增长而波动较大,下坡方向起伏相对平缓;速度增长率和陡坡坡长亦存在三次函数关系,上坡方向坡长在400 m附近时,对安全行车较有利;下坡方向坡长在550 m附近时,对安全行车较有利;较利于公路连续长坡路段安全行车的竖曲线半径取值范围为900~950 m.
Abstract:
 In order to research the relationship between longitudinal alignment with the operating velocity in accordance with uphill direction and downhill direction, nine drivers were selected randomly as pilots of the actual road experiment. GPS was used to collect the vehicle’s real time velocity. According to the cumulative frequency distribution curve of velocity, 85% velocity of uphill direction and downhill direction could be calculated. The growth rate of all drivers’ 85% operating velocity relative to the 85% velocity was selected as the velocity parameters. The research results are as follows: With the downhill direction, driver’s sensitivity to slope was weak, the slope has little influence on velocity. Velocity growth rate and the length of gentle slope has three curve relation, Velocity growth rate has a great fluctuation with the growth of slope length with the uphill direction, and with the downhill direction,it has gentle fluctuation. Velocity growth rate and the length of steep slope also has a three curve relation.While 400 meters length of slope is more favorable for driving safety with uphill direction, 550 meters length of slope is more conducive to driving safety with downhill direction.Vertical curve radius in 900-950 meters is more beneficial to driving safety.

参考文献/References:

 参考文献 References
[1] 长安大学.连续长大下坡路段安全保障技术研究[R] . 西安: 长安大学,2007.
Chang′an University. Research on safety enhancement techniques of continuous and long steep downgrade section [R]. Xi′an: Chang′an University,2007.
[2] 中华人民共和国行业标准.公路工程技术标准:JTG B01-2014[S]. 北京:人民交通出版社, 2014.
Industry standard of PRC. Technical standards of highway engineering:JTG B01-2014[S]. Beijing: China Commu-nications Press,2014.
[3] 李都厚.基于公路长下坡车辆制动性能的事故预防研究[D].西安:长安大学,2010.
LI Duhou,Research on accident prevention for the con-tinuous long steep downgrade section based on vehicle braking performance [D]. Xi′an: Chang′an University,2010
[4] 张娟.基于驾驶员因素的公路连续长坡路段线形研究[D].西安:长安大学,2012.
ZHANG Juan. Continuous Long Slope Road Alignment Research Based on Driver’s Factor[D]. Xi′an:Chang′an University,2012.
[5] 袁伟 ,付锐,郭应时 等. 考虑坡长因素的纵坡坡度对交通事故的影响分析[J]. 公路交通科技,2008,25(5):130-135.
YUAN Wei, FU Rui, GUO Yingshi, et al. Influences of longitudinal gradient on traffic accident rate considering length of downgrade[J]. Journal of Highway and Trans-portation Research and Development, 2008,25(5):130-135.
[6] 王书灵.基于驾驶员心生理反应的山区双车道公路极限坡度坡长研究[D].北京:北京工业大学,2005.
WANG Shuling.Research of limited slope grade and length of rural road based on driver’s psychological and physiological reflection[D].Beijing: Beijing University of Technology.2005
[7] 周荣贵,王立江,孙家凤. 公路纵坡坡度和坡长限制指标的确定[J]. 公路交通科技,2004,21(7):1-4
ZHOU Ronggui,WANG Lijiang,SUN Jiafeng.The study of highway gradient and grade length limit[J]. Journal of Highway and Transportation Research and Develop-ment.2004,21(7):1-4
[8] 乔建刚.基于驾驶员因素的山区双车道公路关键参数研究[D].北京:北京工业大学,2006.
QIAO JianGang. Study on the key parameter of two-lane highway in mountain area based on driver’s [D].Beijing: Beijing University of Technology.2006.
[9] 闫莹.公路长大下坡路段线形指标对驾驶员心理生理影响的研究[D].西安:长安大学,2006.
YAN Ying. Research on alignment of long and steep slope impact on driver’s psychological and physiological [D] . Xi′an:Chang′an University,2006.
[10] 田冬军,高文彬,彭纪宝 . 山区公路纵坡度合理值的实验研究一从驾驶员的生理反应角度分析[J].重庆交通大学学报.2008. 27(3):429-432.
TIAN Dongjun,GAO Wenbin,PENG Jibao. Research on experiments of the reasonable longitudinal gradient at alignments of mountain highways[J] Journal of Chongqing university :nature science,2008.27(3):429-432
[11] 赵亮,基于驾驶员心生理反应的双车道公路线形研究[D].北京:北京工业大学,2008.
ZHAO Liang. Study on two lane highway alignment based on driver’s psychological and physical reactions [D].Beijing: Beijing University of Technology.2008.
[12] 韩跃杰, 许金良, 刘永福,等.连续长下坡路段的安全坡长[J].长安大学学报.2010.30(5):35-39.
HAN Yuejie,XU Jinliang LIU Yongfu,et al.Safety grade length for driving at long-steep downgrade highway[J]. Journal of Chang ′an University. 2010.30(5):35-39.
[13] 中华人民共和国推荐性行业标准.公路项目安全性评价规范 :JTG B05-2015[S]. 北京:人民交通出版社,2015.
Industry standard of PRC.Specifications for safety audit of
highway: JTG B05-2015[S].Beijing: China Communica-tions Press,2015.
[14] 张娟,刘浩学,陈君,等.连续长坡路段驾驶员心率与平曲线半径关系研[J] .安全与环境学报.2015,15(4):140-143.
ZHANG Juan,LIU Haoxue,CHEN Jun,et al.On the rela-tionship between the drivers’ heart-beating rate and the curve radius of long and steep slope[J].Journal of safety and environment.2015,15(4):140-143.
[15] 刘志强,王运霞,黄成.基于85MSR的道路线形连续性评价方法研究[J].公路交通科技.2008,42(6):36-38.
LIU Zhiqiang,WANG Yunxia,HUANG Cheng.Research of evaluation methods about road alignment continuity based on 85MSR[J]. Journal of Highway and Transporta-tion Research and Development. 2008,42(6):36-38.
[16] 程国柱,裴玉龙.高速公路85%位车速特征分析及车速限制建议[J].公路工程. 2008, 33(1): 62-66.
CHENG Guozhu,PEI Yulong. Analysis on characteristic of 85th percentile speed and suggestion speed limit of freeway[J]. Highway Engineering . 2008, 33(1): 62-66.

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备注/Memo

备注/Memo:
收稿日期:2015-10-08 修改稿日期:2016-08-22
基金项目:国家自然科学基金青年科学基金(51308449); 陕西省教育厅专项科研计划项目(2013JK0955)
作者简介:张娟(1978?),女,讲师,博士,主要研究方向:道路交通安全.Email:sayibing@126.com
更新日期/Last Update: 2016-10-30