Empirical Freeway Queuing Duration Model-Reference-Cited by-同舟云学术

Empirical Freeway Queuing Duration Model

Published:2001-02 Issue:1 Volume:127 Page:13-20
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Cottrell Wayne D.¹²

Affiliation:

1. Associate Member, ASCE

2. Asst. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Utah, 122 S. Central Campus Dr., Salt Lake City, UT 84112-0561.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282001%29127%3A1%2813%29

Reference44 articles.

1. Allen W. G. Jr. ( 1991). “Analysis of corridor traffic peaking.” Transp. Res. Rec. 1305 Transportation Research Board Washington D.C. 50–60.

2. American Association of State Highway and Transportation Officials (AASHTO). ( 1990). A policy on geometric design of highways and streets Washington D.C.

3. Archdeacon T. J. ( 1994). Correlation and regression analysis: A historian's guide University of Wisconsin Press Madison Wis.

4. Banks J. H. ( 1990). “Flow processes at a freeway bottleneck.” Transp. Res. Rec. 1287 Transportation Research Board Washington D.C. 20–28.

5. Banks J. H. ( 1991). “The two-capacity phenomenon: some theoretical issues.” Transp. Res. Rec. 1320 Transportation Research Board Washington D.C. 234–241.

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