DISCUSSIONS AND CLOSURES
Aug 1, 1989
Discussion of “Rational Wave Equation Model for Pile‐Driving Analysis” by S. L. Lee, Y. K. Chow, G. P. Karunarantne, and K. Y. Wong (March, 1988, Vol. 114, No. 3)
This article has a reply.
VIEW THE REPLYAuthors: M. F. Randolph and H. A. SimonsAuthor Affiliations
Publication: Journal of Geotechnical Engineering
Volume 115, Issue 8
![First page of PDF](/cms/10.1061/(ASCE)0733-9410(1989)115:8(1191)/asset/e74d52f6-0d76-4854-9e08-809ebd1fa154/assets/(asce)0733-9410(1989)115:8(1191).fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Randolph, M. F. (1978a). “Static and dynamic capacity of piles driven into cohesive soil.” Proc. 5th Int. Geotech. Seminar on Case Histories in Soft Clay, Nanyang Tech. Inst., Singapore, 291–304.
2.
Randolph, M. F. (1987b). “Modeling of the soil plug response during pile driving.” Proc. 9th Southeast Asian Geotech. Conference, Bangkok, Thailand, 6.1–6.14.
Information & Authors
Information
Published In
Copyright
Copyright © 1989 ASCE.
History
Published online: Aug 1, 1989
Published in print: Aug 1989
Permissions
Request permissions for this article.
Authors
Affiliations
M. F. Randolph
Sr. Lect., Dept. of Civ. Engrg., Univ. of Western Australia, Nedlands, Perth 6009, Australia
H. A. Simons
Asst. Proj. Engr., Woodward‐Clyde Consultants, Wayne, NJ 07470
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.