Discussion of “Stability and Stress-Deformation Analyses of Reinforced Slope Failure at Yeager Airport” by James G. Collin, Timothy D. Stark, Augusto Lucarelli, Thomas P. Taylor, and Ryan R. Berg
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VIEW THE ORIGINAL ARTICLEAuthors: Issa S. Oweis, M.ASCE https://orcid.org/0000-0001-9731-1152 [email protected], and Shengyan Gao, M.ASCE [email protected]Author Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 148, Issue 3
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References
Franklin, J. A. 1981. A shale rating system and tentative application to shale performance., 2–12. Washington, DC: National Research Council.
Lostumbo, J. 2010. “Yeager Airport runway extension: Tallest known 1H:1V slope in the US.” In Proc., Geo-Florida 2010: Advances in Analysis, Modeling & Design, 2502–2510. Reston, VA: ASCE.
Terzaghi, K., and R. B. Peck. 1967. Soil mechanics in engineering practice. 2nd ed. New York: Wiley.
VandenBerge, D. R., R. J. Valentine, T. L. Brandon, and S. G. Wright. 2021. “Case history: Failure of the reinforced soil slope at Yeager Airport, Charleston, West Virginia.” J. Geotech. Geoenviron. Eng. 147 (1): 05020013. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002430.
Walkinshaw, J. L., and P. M. Santi. 1996. “Shales and other degradable material.” Chap. 21 in Landslides: Investigation and mitigation. Transportation Research Board Special Rep. No. 247, 555–576. Washington, DC: National Academies of Sciences, Engineering and Medicine.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 148 • Issue 3 • March 2022
Copyright
© 2021 American Society of Civil Engineers.
History
Received: May 3, 2021
Accepted: Jun 29, 2021
Published online: Dec 21, 2021
Published in print: Mar 1, 2022
Discussion open until: May 21, 2022
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Chief Engineer, Oweis Engineering Inc., 100 E. Hanover Ave., Suite 101, Cedar Knolls, NJ 07927 (corresponding author). ORCID: https://orcid.org/0000-0001-9731-1152. Email: [email protected]
Senior Geotechnical Engineer, Oweis Engineering Inc., 100 E. Hanover Ave., Suite 101, Cedar Knolls, NJ 07927. Email: [email protected]
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