Discussion of “Investigation of Soil Arching with Centrifuge Tests” by Geraldo R. Iglesia, Herbert H. Einstein, and Robert V. Whitman
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VIEW THE ORIGINAL ARTICLEAuthors: Ed Ellis [email protected] and Yan ZhuangAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 141, Issue 7
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References
Ellis, E. A., and Aslam, R. (2009). “Arching in piled embankments: Comparison of centrifuge tests and predictive methods—Part 1 of 2.” Ground Eng., 42(6), 34–38.
Hewlett, W. J., and Randolph, M. F. (1988). “Analysis of piled embankments.” Ground Eng., 21(4), 12–18.
Zhuang, Y., Ellis, E. A., and Yu, H. S. (2010). “Plane strain FE analysis of arching in a piled embankment.” Proc. Inst. Civ. Eng. Ground Improv., 163(4), 207–215.
Zhuang, Y., Ellis, E. A., and Yu, H.S. (2012). “Three-dimensional finite-element analysis of arching in a piled embankment.” Geotechnique, 62(12), 1127–1131.
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© 2015 American Society of Civil Engineers.
History
Received: Apr 2, 2014
Accepted: May 2, 2014
Published online: Jan 12, 2015
Discussion open until: Jun 12, 2015
Published in print: Jul 1, 2015
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Lecturer in Civil Engineering, Univ. of Plymouth, U.K. (corresponding author). E-mail: [email protected]
Yan Zhuang
Associate Professor in Geomechanics, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Geotechnical Research Institute, Univ. of Hohai, China.
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