Discussion of “Investigation of Soil Arching with Centrifuge Tests” by Geraldo R. Iglesia, Herbert H. Einstein, and Robert V. Whitman
This article is a reply.
VIEW THE ORIGINAL ARTICLEAuthors: Ed Ellis [email protected] and Yan ZhuangAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 141, Issue 7
GT.1943-5606.0001274/asset/f42e910e-700f-40da-96d0-82ae05c2ee6d/assets/(asce)gt.1943-5606.0001274.fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
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.
Information & Authors
Information
Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 141 • Issue 7 • July 2015
Copyright
© 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
Permissions
Request permissions for this article.
Authors
Affiliations
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.
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.