Feasibility of Using a Constant Acceleration Rate for Freeway Entrance Ramp Acceleration Lane Length Design-Reference-Cited by-同舟云学术

Feasibility of Using a Constant Acceleration Rate for Freeway Entrance Ramp Acceleration Lane Length Design

Published:2018-03 Issue:3 Volume:144 Page:06017001
ISSN:2473-2907
Container-title:Journal of Transportation Engineering, Part A: Systems
language:en
Short-container-title:J. Transp. Eng., Part A: Systems

Author:

Yang Guangchuan¹,Wang Zhongren²,Xu Hao³,Tian Zong⁴

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Nevada, Reno, NV 89557 (corresponding author).

2. Senior Transportation Engineer, California Dept. of Transportation, Sacramento, CA 95833.

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Nevada, Reno, NV 89557.

4. Professor, Dept. of Civil and Environmental Engineering, Univ. of Nevada, Reno, NV 89557.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/JTEPBS.0000122

Reference9 articles.

1. Acceleration Profile Models for Vehicles in Road Traffic

2. Potential Updates to 2004 Green Book's Acceleration Lengths for Entrance Terminals

3. Hassan Y. Sayed T. and Ahammed A. (2006). “Effect of geometry of entrance terminals on freeway merging behavior.” Proc. 85th Annual Meeting of the Transportation Research Board Transportation Research Board of the National Academies Washington DC.

4. Operational evaluation of freeway ramp design;Hunter M.;Transp. Res. Rec.,2001

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