Traffic Flow Characteristics of Ramp Merging Bottleneck on Urban Expressway-Reference-Cited by-同舟云学术

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Traffic Flow Characteristics of Ramp Merging Bottleneck on Urban Expressway

Published:2019-07-02 Issue: Volume: Page:
ISSN:
Container-title:CICTP 2019
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Author:

Chen Quan¹¹,Wang Hao¹¹

Affiliation:

1. Jiangsu Key Laboratory of Urban ITS, Southeast Univ., Nanjing, Jiangsu 211189, China; Jiangsu Province Collaborative Innovation Center of Modern Urban Traffic Technologies, Southeast Univ., Nanjing, Jiangsu 211189, China; School of Transportation, Southeast Univ., Dong Nan Da Xue Rd., Nanjing, Jiangsu 211189, China.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784482292.045

Reference8 articles.

1. A queuing and statistical analysis of freeway bottleneck formation;Das S.;Journal of Transportation Engineering,2004

2. Pan Y. (2015). "Study of congested traffic flow features and mechanism in expressway merging area." Master Dissertation Southeast University.

3. Persaud B. N. Hurdle V. F. (1991). "Some new data that challenge some old ideas about speed-flow relationships." Transportation Research Record 1194 Transportation Research Board Washington D. C.

4. Breakdown-related capacity for freeway with ramp metering;Persaud B.;Transportation Research Record,2001

5. Characteristics of breakdown phenomenon in merging sections of urban expressways in Japan;Shawky M.;Transportation Research Record,2007

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