Stopping sight distance adequacy assessment on freeways: the case of left horizontal curves over crest vertical curves-Reference-Cited by-同舟云学术

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Stopping sight distance adequacy assessment on freeways: the case of left horizontal curves over crest vertical curves

Published:2016-12 Issue:5 Volume:10 Page:269-279
ISSN:1942-7867
Container-title:Transportation Letters
language:en
Short-container-title:Transportation Letters

Author:

Papadimitriou Eleonora¹,Mavromatis Stergios²,Psarianos Basil³

Affiliation:

1. School of Civil Engineering, Department of Transportation Planning and Engineering, National Technical University of Athens , Athens, Greece

2. School of Civil Engineering and Surveying & Geoinformatics Engineering, Technological Educational Institute of Athens , Athens, Greece

3. School of Rural & Surveying Engineering, National Technical University of Athens , Athens, Greece

Publisher

Informa UK Limited

Subject

Transportation

Link

https://www.tandfonline.com/doi/pdf/10.1080/19427867.2016.1259759

Reference19 articles.

Cited by 5 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. “I did not see that coming”: A latent variable structural equation model for understanding the effect of road predictability on crashes along horizontal curves;Accident Analysis & Prevention;2023-07

2. A New Stopping Sight Distance Model and Fuzzy Reliability Analysis Comparison;IEEE Access;2022

3. 3D Modeling of Highway Guardrails for Sight Distance Assessment;Journal of Transportation Engineering, Part A: Systems;2021-11

4. Evaluation of horizontal curve radius in overlap with longitudinal slope and vertical curve;Transportation Letters;2020-02-07

5. Probabilistic Geometric Design of Highways: A Review;Transportation Research Procedia;2020

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