[1] 刘子剑.互通式立体交叉设计原理与应用[M].北京:人民交通出版社,2015:173-180.
LIU Zijian. Interchange Design Principle and Application[M]. Beijing: China Communications Press, 2015:173-180.
[2] American Association of State Highway and Transportation Officials(AASHTO).A Policy on Geometric Design of Highways
and Streets[M]. 6th ed. Washington, D C: American Association of State Highway and Transportation Officials, 2011: 114-
116.
[3] LIU Benmin, KONG Lingzong. Model of deceleration lane length calcu-
lation based on quadratic deceleration[C]// Access Management Theories and Practices. U. S. A.: ASCE, 2015:180-189.
[4] 崔志伟,孙家驷,高辰生.互通式立交减速车道及分流点的探讨[J].重庆交通大学学报(自然科学版),2007,26(增刊1):82- 85.
CUI Zhiwei, SUN Jiasi, GAO Chensheng. Discussions on deceleration lanes and diversion point of interchange[J]. Journal
of Chongqing Jiaotong University(Natural Science), 2007, 26(Sup1): 82-85.
[5] 张驰,闫晓敏,李小伟,等.互通式立交单车道出口小客车运行速度模型[J].中国公路学报,2017,30(6):279-286.
ZHANG Chi, YAN Xiaomin, LI Xiaowei, et al. Operating speed model of passenger car at single-lane exit of interchange[ J].
China Journal of Highway and Transport, 2017, 30(6): 279-286.
[6] 姜迪,罗鹏程,燕凌.B型喇叭立体交叉的设计探讨[J].价值工程,2010,29(24):49-49.
JIANG Di, LUO Pengcheng, YAN Ling. Exploration on fly-over crossing of B-type trumpet[J].Value Engineering, 2010, 29
(24): 49-49.
[7] 刘建蓓,郭腾峰,王佐.公路运行速度过渡段设计方法研究[J].公路,2011(4):109-113.
LIU Jianbei, GUO Tengfeng, WANG Zuo. Astudy on design method for operating speed transition section of highway
[J].Highway, 2011(4): 109-113.
[8] 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,2014:50-51.
China Highway Engineering Consultants Corporation.Guideline for Design of Highway Grade-separated Intersection: JTG/T D21
—2014[S]. Beijing: China Communications Press, 2014:50-51.
[9] 日本道路公团.日本高速公路设计要领[M].交通部工程管理司译制组,译.西安:陕西旅游出版社,1991:230-232.
Japan Highway Public Corporation. Essentials of Japan Expressway Design[M]. Translation Group of Engineering Management
Department of Ministry of Transport, Translate. Xian: Shaanxi Tourism Press, 1991:230-232.
[10] 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 Xiaocui, YANG Feng, ZHAO Nina. Driving behavior in diverging area of expressway interchange[J].Journal of Highway
and Transportation Research and Development, 2012, 29(9): 143-145.
[11] 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,2012:49-50.
KONG Lingchen.Research on the Length of Speed-changing Lane and Minimum Net Distance between Interchange on Multi-lane
Expressway[D]. Xian: Changan University, 2012:49-50.
[12] 杨少伟,许金良,杨宏志.考虑平、纵、横三方面关系的横向加速度变化率[J].中国公路学报,1999,12(4):12-16.
YANG Shaowei, XU Jinliang, YANG Hongzhi. Lateral change of acceleration according to the relationship of the horizontal,
vertical and lateral geometry of highway[J]. China Journal of Highway and Transport, 1999, 12(4): 12-16.
[13] 林涛.山区公路曲线段车辆加速度及轨迹研究[D].上海:同济大学,2008:60-61.
LIN Tao.Vertical Acceleration and Driving Track Research of Sharp Curves in Mountainous Highway[D]. Shanghai: Tongji
University, 2008:60-61.
[14] 张驰,华贵龙,张敏.考虑大货车横向稳定性的平曲线设计控制指标[J].重庆交通大学学报(自然科学版),2015,34(3):36 -41.
ZHANG Chi, HUA Guilong, ZHANG Min. Control index of horizontalcurve design considering trucks lateral stability
[J].Journal of Chongqing Jiaotong University(Natural Science), 2015, 34(3): 36-41. |