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| Behavior Probability Model of Interchange Vehicle Diverging |
| PAN Bing-hong1,2, YAN Kao-quan1, GAO Jian-qiang1, LAI Hong-zhi1, YU Ying-jie1 |
1. School of Highway, Chang'an University, Xi'an Shaanxi 710064, China;
2. Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang'an University, Xi'an Shaanxi 710064, China |
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Abstract Choice-making in diverging in an interchange is affected by multiple external factors. Along with an analysis of the characteristics of drivers' choice-making in expressway interchanges, this study settles many other fundamental variables, including the selection tree, utility function, speed of vehicles on the main line, accelerated speed, hourly traffic volume of the ramp, time headway in the deceleration lane, and type of vehicle, etc. The two-level nested-logit probability model for drivers accepting ramp diverging and drivers' diverging choice behaviors modes is established. Based on the radar tracking data of part of diverging areas of interchanges in Guanghe expressway, the model parameters are estimated by the phased estimation method.According to t-test result, the influence degree of the characteristic variables is judged and the model is optimized. Results suggest that the choice behaviors of diverging at interchange is affected by multiple factors comprehensively, the two-layer nested logit probability model is featured by a higher prediction accuracy.
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Received: 17 March 2017
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| Fund:Supported by the Key Technology to Interchange of Dense Road Network in Pearl River Delta(No.Science-2013-02-059) |
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Corresponding Authors:
PAN Bing-hong
E-mail: 409291838@qq.com
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[1] XU Hong-tao. Research on Level of Service of Safety for Freeway Diverging Area Based on Speed Consistency[D]. Harbin:Institute of Technology,2011. (in Chinese)
[2] WANG Hai-jun, YANG Shao-wei. Research of Length of Deceleration Lane at Expressway Interchange[J]. Journal of Highway and Transportation Research and Development,2015,32(3):124-128. (in Chinese)
[3] JIANG Xiao-xia, YUAN Hong-wei. A Study on Design for Interchange Safety of Expressway[J].Highway,2006(4):167-170. (in Chinese)
[4] LI Zheng.Study on Microcosmic Simulation Model of Freeway Ramp[D]. Beijing:Beijing University of Technology,2001. (in Chinese)
[5] ZHU Ling.Study of Expressway Traffic Simulation and Its Application[D].Nanjing:Southeast University,2006. (in Chinese)
[6] TOLEDO T, KOUTSOPOULOS H N, BEN-AKIVA M. Intergrated Driving Behavior Modeling[J]. Transportation Research Part C,2007,15(2):96.
[7] WANG Yun-ze, PAN Bing-hong,SHAO Yang. Study on Probability Model of Diverging Selection Behavior at Interchange[J]. Journal of Highway and Transportation Research and Development, 2014, 31(12):104-109. (in Chinese)
[8] MCFADDEN D, TRAIN K,Mixed MNL Models for Discrete Response[J]. Journal of Applied Econometrics,2000,15(5):447-470.
[9] 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. (in Chinese)
[10] ZHENG Z, AHN S, CHEN D, et al. The Effects of Lane-changing on the Immediate Follower:Anticipation, Relaxation, and Change in Driver Characteristics[J]. Transportation Research Part C Emerging Technologies, 2013, 26(26):367-379.
[11] SUN J, OUYANG J, YANG J. Modeling and Analysis of Merging Behavior at Expressway On-Ramp Bottlenecks[J]. Transportation Research Record Journal of the Transportation Research Board, 2014, 2421(1):74-81.
[12] WEN C H, KOPPELMAN F S. The Generalized Nested Logit Model[J]. Transportation Research Part B Methodological, 2001, 35(7):627-641.
[13] KOPPELMAN F S, WEN C H. Alternative Nested Logit Models:Structure, Properties and Estimation[J]. Transportation Research Part B Methodological, 1998, 32B(5):289-298.
[14] WANG Gu, GUO Xiu-Cheng. The Application of Logit Cross-Nested Model in Traffic Mode Division[C]//World Chinese Transportation Academic Conference. Nankin:Southeast University, 2007. (in Chinese)
[15] KESTING A, TREIBER M, HELBING D. MOBIL:General Lane-changing Model for Car-following Model[J]. Journal of the Transportation Research Board, 2007, 1999(1):86-94.
[16] QIU Rong-hua.Research on Traffic Characteristic of Interchange Diverging Area[D].Nanjing:Southeast University,2006. (in Chinese)
[17] JTG B01-2014,Technical Standard of Highway Engineering[S]. (in Chinese)
[18] YAO Li-ya,SUN Li-shan,GUAN Hong-zhi. Research on Traffic Mode Choice Behavior Based on Hierarchical Logit Model[J].Journal of Wuhan University of Technology:Transportation Science and Engineering, 2010, 34(4):738-741. (in Chinese) |
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2018, Vol. 12 
