Required Stopping Sight Distance on Crest Vertical Curves-Reference-Cited by-同舟云学术

Required Stopping Sight Distance on Crest Vertical Curves

Published:2001-08 Issue:4 Volume:127 Page:275-282
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Taignidis Ioannis¹²,Kanellaidis George¹²

Affiliation:

1. Deceased January 7, 1999; formerly, Res. Assoc., Dept. of Transp., Nat. Tech. Univ. of Athens, 30 25th Martiou St., GR 155 62 Holargos, Greece.

2. Prof. Hwy. Engrg., Dept. of Transp., Nat. Tech. Univ. of Athens, 5 Iroon Polytechniou, GR 157 73 Zografos, Greece.

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%3A4%28275%29

Reference11 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). ( 1994). A policy on geometric design for highways and streets Washington D.C.

2. Forschungsgesellschaft fór Strassen- und Verkehrswesen (FGSV). ( 1995). “Richtlinien fór die Anlage von Straíen Teil: Linienfóhrung.” Bonn Germany.

3. Harwood D. W. Fambro D. B. Fishburn B. Joubert H. Lamm R. and Psarianos B. ( 1995). “International sight distance design practices.” Proc. Int. Symp. on Hwy. Geometric Des. Pract.

4. Hassan Y. Easa S. M. and Abd El Halim A. O. ( 1996). “Analytical model for sight distance analysis on three-dimensional highway alignments.” Transp. Res. Rec. 1523 Transportation Research Board Washington D.C. 1–10.

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