DISCUSSIONS AND CLOSURES
Dec 1, 1999
Elastic Analysis of Buried Pipes under Surface Patch Loadings
This article has a reply.
VIEW THE REPLYAuthors: Sydney Pang, N. S. M. Fernando, and J. P. CarterAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 125, Issue 12
1090-0241(1999)125:12(1104)/asset/9f8aefa7-cda5-4b70-8e54-fcd086f0a7cb/assets/(asce)1090-0241(1999)125:12(1104).fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Bathe, K. J. (1982). Finite element procedures in engineering analysis. Prentice-Hall, Englewood Cliffs, N.J.
2.
Pang, S. ( 1989). “Soil-structure interaction in discontinous shear zones,” PhD thesis, Dept. of Civ. Engrg., Carleton University, Ottawa.
3.
Selvadurai, A. P. S., and Pang, S. (1988). “Non-linear effects in soil-pipeline interaction in a ground subsidence zone.” 6th Int. Conf. of Numer. Methods in Geomech., G. Swoboda, ed., Vol. 2, A. A. Balkema, Rotterdam, The Netherlands, 1085–1094.
4.
Zienkiewicz, O. C. (1979). The finite element method, 3rd Ed., McGraw-Hill, New York.
Information & Authors
Information
Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 125 • Issue 12 • December 1999
Pages: 1104 - 1105
History
Published online: Dec 1, 1999
Published in print: Dec 1999
Permissions
Request permissions for this article.
Authors
Affiliations
Sydney Pang
Member, ASCE
N. S. M. Fernando
J. P. Carter
Sr. Geotech. Engr., Golder Assoc. Ltd., 2180 Meadowvale Blvd., Mississauga, ON, Canada L5N 5S3.
PhD Student, Dept. of Civ. Engrg., Univ. of Sydney, Sydney, NSW 2006, Australia.
Prof. and Head, Dept. of Civ. Engrg., Univ. of Sydney, Sydney, NSW 2006, Australia.
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.
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.