参考文献/References:
[1] EENBERG A, MANNAN M S. Capacity and Traffic
Characteristics at A Freeway Work Zone in Finland[C].
Third International Symposium on Highway Capacity.
Copenhagen, Danmark, Revised. 1998: 397-442.
[2] MATTHEW G. Karlaftis, GOLIAS Ioannis. Effects of
road geometry and traffic volumes on rural roadway accident
rates[J]. Accident Analysis and Prevention.
2002.(34)357-365.
[3] Federal Highway Administration. Manual on uniform
traffic control devices for streets and highways(
MUTCD)[S]. Washington DC, U. S: Department of
Transportation, 2003.
[4] Transportation Research Board Highway Capacity Manual:
2000[M]. Washington DC: Transportation Research
Board, 2000.
[5] 刘小明, 郑淑晖, 钟剑. 交通瓶颈下相序设置对路口交
通状况影响分析[J]. 公路交通科技, 2008, 25(7):
122-127.
LIU Xiaoming, ZHENG Shuhui, ZHONG Jian. Analysis
of Effect of Phase Order Setup on Traffic at Intersection
under Traffic Bottleneck[J]. Journal of Highway and
Transportation Research and Development, 2008, 25(7):
122-127.
[6] 弓晋丽, 杨东援. 基于检测线圈数据的道路交通瓶颈
分析[J]. 公路交通科技, 2010, 27(7): 118-122.
GONG Jinli, YANG Dongyuan. Analysis of Road Traffic
Bottleneck Based on Loop Detector Data[J]. Journal of
Highway and Transportation Research and Development,
2010, 27(7): 118-122.
[7] 孙剑, 张娟. 城市快速路瓶颈交通流失效生存分析[J].
同济大学学报: 自然科学版, 2013, 41(4): 530-535.
[8] 刘博航, 裴玉龙, 徐慧智. 基于视频处理的车道变换轨
迹获取技术[J]. 哈尔滨理工大学学报, 2007, 12(3):
7-11.
LIU Bohang, PEI Yulong, XU Huizhi. Lane-changing
Track Access Technology Based On Video[J]. JOURNAL
HARBIN UNIV. SCI. &TECH, 2007, 12(3): 7-11.
[9] 杨鹏. 样条曲线在道路平面线形中的应用研究[D]. 重
庆: 重庆交通大学, 2011.
YANG Peng. The spline curve study of highway horizontal
alignment design[D]. Chongqing: Chongqing Jiaotong
University, 2011.
[10] 裴玉龙, 张银. 车道变换期望运行轨迹仿真[J]. 交通
与计算机, 2008, 26(4): 68-71.
PEI Yulong, ZHANG Yin. Lane-changing Virtual Desire
Trajectory Simulation[J]. Computer and Communications,
2008, 26(4): 68-71.
[11] 许伦辉, 罗强, 吴建伟. 基于最小安全距离的车辆跟驰
模型研究[J]. 公路交通科技, 2010, 27(10): 96-100.
XU Lunhui, LUO Qiang, WU Jianwei. Study of
Car-following Model Based on Minimum Safety Distance[
J]. Journal of Highway and Transportation Research
and Development, 2010, 27(10): 96-100.
[12] 许伦辉, 罗强, 傅惠. 基于前车制动过程的车辆跟驰
安全距离模型[J]. 广西师范大学学报: 自然科学版,
2010, 28(1): 1-5.
XU Lunhui, LUO Qiang, FU Hui. Car-following Safe
Distance Model Based on Braking Process of Leading
Vehicle[J]. Journal of Guangxi Normal University: Natural
Science Edition, 2010, 28(1): 1-5.
[13] 柏伟, 李存军. 基于不同限速条件下的超车模型研究
[J]. 交通运输系统工程与信息, 2013, 13(2): 63-68.
BAI Wei, LI Cunjun. Overtaking Model Based on Different
Limiting Speed[J]. Journal of Transportation Systems
Engineering and Information Technology, 2013,
13(2): 63-68.
相似文献/References:
[1]陈 军,杨少伟,周新强.基于驾驶员行为特性的双层平面交叉口通行能力研究[J].西安建筑科技大学学报:自然科学版,2012,44(01):72.[doi:10.15986/j.1006-7930.2012.01.012]
CHEN Jun,YANG Shao-wei,ZHOU Xin-qiang.Study on traffic capacity of the double-crossing of urban road based on drivers characteristics[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2012,44(02):72.[doi:10.15986/j.1006-7930.2012.01.012]
[2]陈 军.双层平面交叉口中的信息转换时机研究[J].西安建筑科技大学学报:自然科学版,2011,43(03):400.[doi:DOI :10.15986/j .1006-7930.2011.03.012]
CHEN J un,Y ANG Shao-wei.Study on the opportunity of information conversion in the double-crossing[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2011,43(02):400.[doi:DOI :10.15986/j .1006-7930.2011.03.012]