[1] 张炜.高速公路互通立交出口匝道安全设计与评价[D].南京:东南大学,2015.
ZHANG Wei.Designing and Safety Evaluation of the Freeway Interchange Exit Ramp [D]. Nanjing: Southeast University, 2015.
[2] 王宏伟,贾日学,王彦卿,等.沪宁高速公路安全体系和中分带开口护栏研究[J]. 现代交通技术, 2006(5):95-98.
WANG Hongwei, JIA Rixue, WANG Yanqing, et al.Research on safe system and hatch of interval median barrier in Hu-Ning expressway [J]. Modern Transportation Technology, 2006(5):95-98.
[3] 樊志强,韩雪.郑洛高速公路改扩建旧路中央分隔带开口方案设计[J].中外公路,2013,33(1):6-9.
FAN Zhiqiang, HAN Xue. Design of opening scheme for central separation belt of Zhengluo expressway [J]. Journal of China & Foreign Highway, 2013, 33(1):6-9.
[4] 潘兵宏,吴明先,王佐.多车道高速公路出入口附近同向车道分隔带开口长度计算模型研究[J].中外公路,2012,32(4):333-336.
PAN Binghong, WU Mingxian, WANG Zuo. Research on calculation model of opening length of co-directional lane separation belt near multi-lane highway entrance and exit [J]. Journal of China & Foreign Highway, 2012, 32(4):333-336.
[5] 骆中斌.高速公路中央分隔带、同向分隔带布置型式及开口研究[D].西安:长安大学,2014.
LUO Zhongbin.Study on the Arrangement and the Openings of Highway Median and the Same Median Strip [D]. Xian: Changan University, 2014.
[6] LORD D, MIDDLETON D, WHITACRE J. Does separating trucks from other traffic improve overall safety? [J]. Journal of the Transportation Research Board, 2005, 1922(1): 156-166.
[7] 杨建国,王金梅,李庆丰,等.微观仿真中车辆换道的行为分析和建模[J].公路交通科技,2004,21(11):93-97.
YANG Jianguo, WANG Jinmei, LI Qingfeng, et al. Behavior analysis and modeling of lane change in traffic micro-simulation [J]. Journal of Highway and Transportation Research and Development, 2004, 21(11):93-97.
[8] 尹露.高速公路变速车道几何设计参数及安全保障措施研究[D].重庆:重庆交通大学,2017.
YIN Lu.Study on the Geometric Parameters for the Speed-Change Lane of the Expressway and Safeguard Measures [D]. Chongqing: Chongqing Jiaotong University, 2017.
[9] 曹荷红.高速公路互通式立交变速车道研究[D].北京:北京工业大学,1999.
CAO Hehong.Research on Variable Speed Lane of Expressway Interchange [D]. Beijing: Beijing University of Technology, 1999.
[10] 孔令臣.多车道高速公路互通式立交加减速车道长度及最小净距研究[D].西安:长安大学,2012.
KONG Lingchen.Research on the Length of Speed-Change Lane and Minimum Net Distance between Interchanges on Multi-lane Expressway [D]. Xian: Changan University, 2012.
[11] 中交第一公路勘察设计研究院有限公司.公路路线设计规范:JTG D20—2017 [S]. 北京:人民交通出版社股份有限公司,2017.
CCCC First Highway Consultants Co., Ltd.. Design Specification for Highway Alignment: JTG D20-2017 [S]. Beijing: China Communications Press Co., Ltd., 2017.
[12] 孙家凤,周荣贵,谢军.基于节地的6车道高速公路横断面宽度设计探讨[J].公路交通科技,2010,27(11):355-358.
SUN Jiafeng, ZHOU Ronggui, XIE Jun. Discussion on the design of cross-section width of 6-lane expressway based on land saving [J]. Journal of Highway and Transportation Research and Development, 2010, 27(11): 355-358.
[13] 王佐,潘兵宏,曾志刚,等.基于紧急停车功能的高速公路右侧硬路肩宽度研究[J].中外公路,2013,33(3):311-315.
WANG Zuo, PAN Binghong, ZENG Zhigang, et al. Research on the width of hard shoulder on the right side of expressway based on emergency stop function [J]. Journal of China & Foreign Highway, 2013, 33(3): 311-315.
[14] 交通运输部公路局.公路工程技术标准:JTG B01—2014 [S].北京:人民交通出版社股份有限公司,2014.
Highway Bureau, Ministry of Transport of the Peoples Republic of China.Technical Standard of Highway Engineering: JTG B01-2014[S]. Beijing: China Communications Press Co., Ltd., 2014.
[15] 中国公路工程咨询集团有限公司.公路立体交叉设计细则:JTG/T D21—2014 [S].北京:人民交通出版社股份有限公司,2014.
China Highway Engineering Consultants Corporation. Guidelines for Design of Highway Grade-separated Intersections: JTG/T D21-2014 [S]. Beijing: China Communications Press Co., Ltd., 2014.
[16] 佘守宪,赵雁.加加速度(加速度的时间变化率)——冲击、乘座舒适性、缓和曲线[J].物理与工程,2001,11(3):7-12.
SHE Shouxian, ZHAO Yan. Jerk (the time rate of change of acceleration)— impact, passengers comfortability, transition curve [J]. Physics and Engineering, 2001, 11(3):7-12.
[17] 倪娜,杨少伟,唐国才,等.基于交通仿真的高速公路客货分线设置条件[J].北京工业大学学报,2017,43(4):621-630.
NI Na, YANG Shaowei, TANG Guocai, et al. Setting conditions of highway separated line between passenger and freight transportation based on traffic simulation [J]. Journal of Beijing University of Technology, 2017, 43(4):621-630.
[18] 许源. 立交交织区交通安全、效率与干预研究[D]. 武汉:武汉理工大学, 2007.
XU Yuan.Study on Traffic Safety, Efficiency and Intervention in Weaving Area of Interchange [D]. Wuhan: Wuhan University of Technology, 2007. |