DISCUSSIONS AND CLOSURES
Apr 1, 1995
Tensile and Compressive Shaft Capacity of Piles in Sand
This article has a reply.
VIEW THE REPLYAuthors: Lianyang Zhang, Student Member, ASCE, and Shad M. Sargand, Associate Member, ASCEAuthor Affiliations
Publication: Journal of Geotechnical Engineering
Volume 121, Issue 4
![First page of PDF](/cms/10.1061/(ASCE)0733-9410(1995)121:4(403)/asset/19a5643c-e3b0-4b00-857a-86e70bcbd5b9/assets/(asce)0733-9410(1995)121:4(403).fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Briad, J. L., and Tucker, L. M.(1984). “Piles in sand: a method including residual stresses.”J. Geotech. Engrg., ASCE, 110(11), 1666–1680.
2.
Briaud, J. L., Moore, B. H., and Mitchell, G. B. (1989). “Analysis of pile load tests at Lock and Dam 26.”Proc., Found. Engrg.: Current Principles and Practices, F. H. Kulhawy, ed., ASCE, New York, N.Y., 925–942.
3.
Kraft, L. Jr.(1991). “Performance of axially loaded pipe piles in sand.”J. Geotech. Engrg., ASCE, 117(2), 272–296.
4.
Poulos, H. G.(1987). “Analysis of residual stress effects in piles.”J. Geotech. Engrg., ASCE, 113(3), 216–229.
5.
Rieke, R. K., and Crowser, J. C.(1987). “Interpretation of pile load test considering residual stresses.”J. Geotech. Engrg., ASCE, 113(4), 320–334.
6.
Yen, T. L., Lin, H., Chin, C. T., and Wang, R. F. (1989). “Interpretation of instrumented driven steel pipe piles.”Proc., Found. Engrg.: Current Principles and Practices, F. H. Kulhawy, ed., ASCE, New York, N.Y., 1293–1308.
Information & Authors
Information
Published In
Copyright
Copyright © 1995 American Society of Civil Engineers.
History
Published online: Apr 1, 1995
Published in print: Apr 1995
Permissions
Request permissions for this article.
Authors
Affiliations
Lianyang Zhang, Student Member, ASCE
PhD student, Dept. of Civ. Engrg., Ohio Univ., Athens, OH 45701.
Shad M. Sargand, Associate Member, ASCE
Russ Prof., Dept. of Civ. Engrg., Ohio Univ., Athens, OH.
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.