Closure to “Analysis and Design Method for Slope Stabilization Using a Row of Drilled Shafts” by Robert Y. Liang, Arash Erfani Joorabchi, and Lin Li
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VIEW THE ORIGINAL ARTICLEAuthors: Robert Y. Liang, F.ASCE [email protected], Lin Li, S.M.ASCE [email protected], and Arash Erfani Joorabchi [email protected]Author Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 141, Issue 7
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References
Geo-Slope International. (2007). SLOPE/W: An engineering methodology, Calgary, Canada.
Griffiths, D. V., and Fenton, G. A. (2004). “Probabilistic slope stability analysis by finite elements.” J. Geotech. Geoenviron. Eng., 507–518.
Kourkoulis, R., Gelagoti, F., Anastasopoulos, I., and Gazetas, G. (2011). “Slope stabilizing piles and pile-groups: Parametric study and design insights.” J. Geotech. Geoenviron. Eng., 663–677.
Kourkoulis, R., Gelagoti, F., Anastasopoulos, I., and Gazetas, G. (2012). “Hybrid method for analysis and design of slope stabilizing piles.” J. Geotech. Geoenviron. Eng., 1–14.
UA Slope 2.1 [Computer software]. Akron, OH, Univ. of Akron.
Information & Authors
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 141 • Issue 7 • July 2015
Copyright
© 2015 American Society of Civil Engineers.
History
Received: Oct 31, 2014
Accepted: Nov 26, 2014
Published online: Jan 9, 2015
Discussion open until: Jun 9, 2015
Published in print: Jul 1, 2015
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Authors
Affiliations
Distinguished Professor, Dept. of Civil Engineering, Univ. of Akron, Akron, OH 44325-3905 (corresponding author). E-mail: [email protected]
Research Assistant, Dept. of Civil Engineering, Univ. of Akron, Akron, OH 44325-3905. E-mail: [email protected]
Geotechnical Engineer, Arup, 560 Mission St., Suite 700, San Francisco, CA 94105. E-mail: [email protected]
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