Discussion of “Strain Wedge Model Capability of Analyzing Behavior of Laterally Loaded Isolated Piles, Drilled Shafts, and Pile Groups” by Mohamed Ashour, Gary Norris, and Patrick Pilling
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Bridge Engineering
Volume 9, Issue 3
Get full access to this article
View all available purchase options and get full access to this article.
References
Chellis, R. D. (1961). Pile foundations, 2nd Ed., McGraw-Hill, New York, 217.
Gleser, S. (1953). “Lateral load tests on vertical fixed-head and free-head piles.” Symp. on Lateral Load Test on PILES, ASTM, West Conshohoken, Pa.
Poulos, H. G., and Davis, E. H. (1980). Pile foundation analysis and design, Wiley, New York.
Reese, L. C., and Ginzbarg, A. S. (1970). “Step-tapered beams on foundations having variable stiffness.” Publication No. 221, Shell Development Company, Houston.
Terzaghi, K. (1955). “Evaluation of coefficients of subgrade reaction.” Geotechnique, December.
Wagner, A. A. (1953). “Lateral load tests on piles for design information.” Symp. on Lateral Load Tests on Piles, ASTM, West Coshohoken, Pa.
Information & Authors
Information
Published In
Copyright
Copyright © 2004 American Society of Civil Engineers.
History
Published online: Apr 15, 2004
Published in print: May 2004
Permissions
Request permissions for this article.
Authors
Affiliations
Peter Kocsis, M.ASCE
Registered Structural Engineer and Professional Engineer, 26750 W. Country Estates Rd., Barrington, IL 60010.
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.