DISCUSSIONS AND CLOSURES
Jan 1, 1991
Closure to “Summary of Pile Capacity Predictions and Comparison with Observed Behavior” by R. J. Finno, J. Achille, H.‐C. Chen, T. Cosmao, J.‐B. Park, J.‐N. Picard, D. L. Smith, and G. P. Williams at the June 1989, Proc. Symp. on Predicted Observed Axial Behavior of Piles, and published in ASCE Geotechnical Special Publication No. 23, by ASCE, New York, N.Y., 1989, pp. 356–382
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical Engineering
Volume 117, Issue 1
![First page of PDF](/cms/10.1061/(ASCE)0733-9410(1991)117:1(195.2)/asset/bfa9e671-d99f-4cd2-b8c2-f418490482aa/assets/(asce)0733-9410(1991)117:1(195.2).fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Briaud, J.‐L., and Tucker, L. M. (1989). “Residual stresses in piles and the wave equation.” Analysis and Design of Pile Foundations, J. R. Meyer, ed., ASCE, 119–137.
2.
Finno, R. J., Cosmao, T., and Gitskin, B. (1989). “Results of foundation engineering congress pile load tests.” Geotechnical Special Publication 23, R. J. Finno, ed., ASCE, 338–356.
3.
Poulos, H. G. (1987). “Analyses of residual stress effects in piles.” J. Geotech. Engrg., ASCE, 113(3), 216–229.
4.
Rieke, R. D., and Crowser, J. C. (1987). “Interpretation of pile load test considering residual stresses.” J. Geotech. Engrg., ASCE, 113(4), 320–334.
Information & Authors
Information
Published In
Copyright
Copyright © 1991 ASCE.
History
Published online: Jan 1, 1991
Published in print: Jan 1991
Permissions
Request permissions for this article.
Authors
Affiliations
Richard J. Finno
Assoc. Prof. of Civ. Engrg., Northwestern Univ., Evanston, IL 60208
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.