Discussion of “Design Loading on Deeply Buried Box Culverts” by Kyungsik Kim and Chai H. Yoo
This article is a reply.
VIEW THE ORIGINAL ARTICLEThis article is a reply.
VIEW THE ORIGINAL ARTICLEAuthors: Tim Newson [email protected] and Kevin StoneAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 132, Issue 8
![First page of PDF](/cms/10.1061/(ASCE)1090-0241(2006)132:8(1106)/asset/6b7b0dc7-9089-4317-a5e2-a0f98ef212ac/assets/(asce)1090-0241(2006)132:8(1106).fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
References
Einstein, H. H., and Schwatz, C. W. (1979). “Simplified analysis for tunnel supports.” J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 105, 499–518.
Janssen, H. A. (1895). “Versuche uber Getreidedruck in Silozellen.” Z. (Dusseldorf), Vereins Deutscher Ingenieure, 39, 1045–1049.
Stone, K. J. L., Hensley, P. J., and Taylor, R. N. (1991). “A centrifuge study of rectangular box culverts.” Centrifuge ’01, Balkema, Rotterdam, 107–112.
Stone, K. J., and Newson, T. A. (2002). “Arching effects in soil-structure interaction.” Proc., 4th. Int Conf. Physical Modelling in Geomechanics, St. Johns, Newfoundland, Balkema, Rotterdam, 935–939.
Terzaghi, K. (1943). Theoretical soil mechanics, Wiley, New York.
Information & Authors
Information
Published In
Copyright
© 2006 ASCE.
History
Published online: Aug 1, 2006
Published in print: Aug 2006
Permissions
Request permissions for this article.
Notes
Note. Associate Editor:
Authors
Affiliations
Associate Professor, Geotechnical Research Centre, Dept. of Civil and Environmental Engineering, Univ. of Western Ontario, London ON, N6A 5B9, Canada. E-mail: [email protected]
Kevin Stone
Senior Lecturer, Dept. of Civil Engineering, Univ. of Brighton, Brighton, U.K.
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.