JTG D20—2006,公路路线设计规范[S].JTG D20—2006,Design Specification for Highway Alignment[S].
[2]
陈泰忠,吴九懿. 互通式立交减速车道长度设计[J].中南公路工程,2003,28 (3):56-58.CHEN Tai-zhong,WU Jiu-yi. Discussion on Length Design of Deceleration Lane at Interchanges[J]. Central South Highway Engineering,2003,28 (3):56-58.
[3]
于恩亚,孟巧娟. 互通立交变速车道的探讨[J].重庆交通学院学报,2006,25(S1):68-70.YU En-ya,MENG Qiao-juan. Discussion on Speed Change Lane at Interchange [J]. Journal of Chongqing Jiaotong University,2006,25(S1):68-70.
[4]
史静,沈穗娜. 互通式立交变速车道长度研究[J].中外公路,2011,31(4):309-314.SHI Jing,SHEN Sui-na.Study on Length of Speed-change Lane at Interchange[J].Journal of China & Foreign Highway,2011,31 (4):309-314.
[5]
张慧杰,程炜. 高速公路互通立交加减速车道长度设计[J]. 交通标准化,2012,(12):130-132.ZHANG Hui-jie,CHENG Wei. Length Design of Acceleration and Deceleration Lane at Expressway Interchange[J]. Transportation Standardization,2012,(12):130-132.
[6]
王春娥. 高速公路立交变速车道长度研究[J].公路交通科技,2013,30(1):120-125.WANG Chun-e.Length of Speed-change Lane at Highway Interchange[J]. Journal of Highway and Transportation Research and Development,2013,30(1):120-125.
[7]
赵晓翠,杨峰,赵妮娜. 高速公路互通立交分流区的驾驶行为[J]. 公路交通科技,2012,29(9):143-145. ZHAO Xiao-cui,YANG Feng,ZHAO Ni-na. Driving Behavior in Diverging Area of Expressway Interchange[J]. Journal of Highway and Transportation Research and Development,2012,29(9):143-145.
[8]
苏世毅. 基于运行速度设计方法的互通立交出口匝道设计[J]. 北方交通,2010 (7):42-44.SU Shi-yi.Interchange Off-ramp Design Based on Design Method of Running Speed[J]. Northern Communications,2010 (7):42-44.
朱凌. 高速公路动态交通流仿真及应用研究[D]. 南京:东南大学,2006.ZHU Ling. Study of Expressway Traffic Simulation and Its Application [D]. Nanjing:Southeast University,2006.
[11]
邱荣华.互通立交分流区交通流特性研究[D].南京:东南大学,2006.QIU Rong-hua. Research on Traffic Characteristic of Interchange Diverging Area[D]. Nanjing:Southeast University,2006.
[12]
李征.高速公路匝道微观仿真模型研究[D].北京:北京工业大学,2001.LI Zheng. Study on Microcosmic Simulation Model of Freeway Ramp [D]. Beijing:Beijing University of Technology,2001.
