Rock fall hazard control along a section of railway based on quantified risk-Reference-Cited by-同舟云学术

Rock fall hazard control along a section of railway based on quantified risk

Published:2017-02-22 Issue:3 Volume:11 Page:272-284
ISSN:1749-9518
Container-title:Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards
language:en
Short-container-title:Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards

Author:

Macciotta Renato¹,Martin C. Derek¹,Cruden David M.¹,Hendry Michael¹,Edwards Tom²

Affiliation:

1. Department of Civil and Environmental Engineering, University of Alberta, Edmonton, Canada

2. Canadian National Railway, Edmonton, Canada

Funder

Natural Sciences and Engineering Research Council of Canada

Canadian Pacific Railway

Canadian National Railway

Transport Canada

Publisher

Informa UK Limited

Subject

Geology,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/17499518.2017.1293273

Reference34 articles.

1. Barney, D., D. Haley, and G. Nikandros. 2001. “Calculating Train Braking Distance.” Proceedings of the 6th Australian workshop on Safety Critical Systems and Software, Vol. 3, 23–29. Brisbane: Australian Computer Society.

2. Brawner, C. O. 1978. “Case Examples of Rock Stability on Rail Projects.” American Railway Engineering Association-Bulletin 668, Proceedings of the 77th technical conference, Vol. 79, Chicago, 348–364.

3. Bunce, C. M. 2008. “Risk Estimation for Railways Exposed to Landslides.” Ph.D. diss., University of Alberta.

4. Statistical correlation between meteorological and rockfall databases

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