Discussions and Closures
Nov 8, 2021

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

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 148, Issue 1
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References

Berg, R. R., J. G. Collin, T. P. Taylor, and C. F. Watts. 2020. “Case history on failure of a 67 m tall reinforced soil slope.” Geotext. Geomembr. 48 (6): 802–811. https://doi.org/10.1016/j.geotexmem.2020.06.003.
Collin, J. G., T. D. Stark, A. Lucarelli, T. P. Taylor, and R. R. Berg. 2021. “Stability and stress-deformation analysis of reinforced slope failure at Yeager airport.” J. Geotech. Geoenviron. Eng. 147 (3): 04020179. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002454.
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.
Glossop, R. 1968. “The rise of geotechnology and its influence on engineering practice.” Géotechnique 18 (2): 107–150. https://doi.org/10.1680/geot.1968.18.2.107.
Hamel, J. V. 1969. “Stability of slopes in soft, altered rocks.” Ph.D. dissertation, Dept. of Civil Engineering, Univ. of Pittsburgh.
Hamel, J. V. 1980. “Geology and slope stability in western Pennsylvania.” Environ. Eng. Geosci. 17 (1): 1–26.
Hamel, J. V. 1998. “Mechanism of Pleistocene rock slides near Pittsburgh, Pennsylvania.” Int. J. Rock Mech. Min. Sci. 35 (4–5): 16. https://doi.org/10.1016/S0148-9062(98)00048-5.
Hamel, J. V. 2004. “Discussion of ‘Residual shear strength mobilized in first-time slope failures’ by G. Mesri and M. Shahien.” J. Geotech. Geoenviron. Eng. 130 (5): 544–546. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:5(544).
Hamel, J. V. 2017. “Slippery clay mineral accumulation in shear zones and along failure surfaces of Appalachian landslides.” In Proc., 3rd North American Symp. on Landslides: Putting Experience, Knowledge and Emerging Technologies into Practice, edited by J. V. De Graff and A. Shakoor, 615–623. Roanoke, VA: Association of Environmental and Engineering Geologists.
Hamel, J. V. 2018. “Harry Ferguson’s theory of valley stress release in flat-lying sedimentary rocks.” In Vol. 2 of Proc., IAEG/AEG Annual Meeting, edited by A. Shakoor and K. Cato, 121–127. Cham, Switzerland: Springer.
Hamel, J. V., and W. R. Adams Jr. 1981. “Claystone slides, interstate route 79, Pittsburgh, Pennsylvania, USA.” In Vol. 1 of Weak rock, edited by K. Akai, M. Hayashi, and Y. Nishimatsu, 549–553. Rotterdam, Netherlands: A.A. Balkema.
Hamel, J. V., and N. K. Flint. 1972. “Failure of colluvial slope.” J. Soil Mech. Found. Eng. Div. 98 (2): 167–180. https://doi.org/10.1061/JSFEAQ.0001736.
Lessing, P., B. K. Kulander, B. D. Wilson, S. L. Dean, and S. W. Woodring. 1976. West Virginia landslides and slide-prone areas. Morgantown, WV: West Virginia Geological and Economic Survey.
Radbruch-Hall, D. H., R. B. Colton, W. E. Davies, I. Lucchitta, B. A. Skipp, and D. J. Varnes. 1982. Landslide overview map of the conterminous United States. Washington, DC: USGS.
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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 148Issue 1January 2022

History

Received: Apr 9, 2021
Accepted: Jun 29, 2021
Published online: Nov 8, 2021
Published in print: Jan 1, 2022
Discussion open until: Apr 8, 2022

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Consulting Engineer, Hamel Geotechnical Consultants, 1992 Butler Dr., Monroeville, PA 15146-3918. ORCID: https://orcid.org/0000-0002-2071-6343. Email: [email protected]

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