Discussion of “Numerical Study of Slope-Stabilizing Piles in Undrained Clayey Slopes with a Weak Thin Layer” by I-Hsuan Ho
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: International Journal of Geomechanics
Volume 16, Issue 4
GM.1943-5622.0000620/asset/937d8943-ccac-4f2a-9dff-ced691d21db7/assets/(asce)gm.1943-5622.0000620.fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
References
Abaqus [Computer software]. SIMULIA, Providence, RI.
Brinkgreve, R. B. J., and Bakker, H. L. (1991). “Non-linear finite element analysis of safety factors.” Proc., 7th Int. Conf. on Computer Methods and Advances in Geomechanics, G. Beer, J. R. Booker, J. P. Carter, eds., A. A. Balkema, Rotterdam, the Netherlands, 1117–1122.
Griffiths, D. V., and Lane, P. A. (1999). “Slope stability analysis by finite elements.” Géotechnique, 49(3), 387–403.
Griffiths, D. V., and Marquez, R. M. (2007). “Three-dimensional slope stability analysis by elasto-plastic finite elements.” Géotechnique, 57(6), 537–546.
Information & Authors
Information
Published In
International Journal of Geomechanics
Volume 16 • Issue 4 • August 2016
Copyright
© 2014 American Society of Civil Engineers.
History
Received: Mar 23, 2015
Accepted: Aug 11, 2015
Published online: Dec 31, 2015
Discussion open until: May 31, 2016
Published in print: Aug 1, 2016
Permissions
Request permissions for this article.
Authors
Affiliations
Associate Professor, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Tsinghua Univ., Beijing, 100084, China. E-mail: [email protected]
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.