DISCUSSIONS AND CLOSURES
Mar 1, 2000
Interpretation of Pile Acceptance Criteria from Deficient Data
Authors: Adrian F. K. Yong and Shenbaga R. KanirajAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 126, Issue 3
![First page of PDF](/cms/10.1061/(ASCE)1090-0241(2000)126:3(288)/asset/540794bd-6bd7-4371-a61c-edda8ba528e1/assets/(asce)1090-0241(2000)126:3(288).fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Brinch Hansen, J. (1963). “Discussion of `Hyperbolic stress-strain response cohesive soils.' ”J. Soil Mech. and Found. Div., ASCE, 89(4).
2.
Chin, F. K. (1970). “Estimation of the ultimate load of piles not carried to failure.” Proc., 2nd Southeast Asian Conf. on Soil Engrg.
3.
Fleming, W. G. K., Weltman, A. J., Randolph, M. F., and Elson, W. K. (1986). Piling engineering. Wiley, New York.
4.
“Foundations.” (1986). British Standard 8004, British Standards Institute, London.
5.
Poulos, H. G., and Davis, E. H. (1980). Pile foundation analysis and design. Wiley, New York.
Information & Authors
Information
Published In
History
Published online: Mar 1, 2000
Published in print: Mar 2000
Permissions
Request permissions for this article.
Authors
Affiliations
Adrian F. K. Yong
Member, ASCE
Shenbaga R. Kaniraj
Dir., IHN Geoconsultancy Sdn Bhd, 24-2 Jalan USJ 10/1, Subang Jaya, 47620 Petaling Jaya, Selangor, Malaysia.
Asst. Prof., Dept. of Civ. Engrg., Indian Inst. of Technol., New Delhi 110 016, India.
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.