Optimal distance between two branches of uncontrolled split intersection-Reference-Cited by-同舟云学术

Optimal distance between two branches of uncontrolled split intersection

Published:2002-10 Issue:8 Volume:36 Page:699-724
ISSN:0965-8564
Container-title:Transportation Research Part A: Policy and Practice
language:en
Short-container-title:Transportation Research Part A: Policy and Practice

Author:

Ceder Avishai,Eldar Kobi

Publisher

Elsevier BV

Subject

Management Science and Operations Research,Transportation,Civil and Structural Engineering

Reference8 articles.

1. Relations between accidents and hourly traffic flow: I: Analysis and interpretation;Ceder;Accident Analysis and Prevention Journal,1982

2. Ceder, J., Eldar, K., 1990. Optimal distance between two branches of split intersections. Transportation Research Institute, Haifa, Israel, Report No. 90–158

3. The effect approach speed on merging gap acceptance;Cooper;Traffic Engineering & Control,1976

4. Analysis of operations and safety characteristics of left-turn lanes;Craus;Journal of Institute of Transportation Engineers,1986

5. Traffic Flow Theory and Control;Drew,1968

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