Discussion of “Case History: Failure of the Reinforced Soil Slope at Yeager Airport, Charleston, West Virginia” by Daniel R. VandenBerge, R. J. Valentine, Thomas L. Brandon, and Stephen G. Wright
Author:
Affiliation:
1. Consulting Engineer, Hamel Geotechnical Consultants, 1992 Butler Dr., Monroeville, PA 15146-3918. ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Geotechnical Engineering and Engineering Geology,General Environmental Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002722
Reference13 articles.
1. Case history on failure of a 67 M tall reinforced soil slope
2. Stability and Stress-Deformation Analyses of Reinforced Slope Failure at Yeager Airport
3. Ferguson, H. F., and J. V. Hamel. 1981. “Valley stress relief in flat-lying sedimentary rocks.” In Vol. 2 of Weak rock, edited by K. Akai, M. Hayashia, and Y. Nishimatsu, 1235–1240. Rotterdam, Netherlands: A.A. Balkema.
4. The Rise of Geotechnology and its Influence on Engineering Practice
5. Hamel J. V. 1969. “Stability of slopes in soft altered rocks.” Ph.D. dissertation Dept. of Civil Engineering Univ. of Pittsburgh.
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