Brief Report
May 1980
Coefficients of Soil Reaction to Pile Vibration
Authors: Toyoaki Nogami and Milos Novak, M.ASCEAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 106, Issue 5
Abstract
The dynamic response analysis, the soil reactions must include damping and are often modeled by uncoupled springs and dashpots. The constants of these springs and dashpots of visco-elastic soil may be derived from continuum equations under plane strain conditions. Such approximate soil model con yield reasonable results under the dynamic condition as comparison to examine the nature of the local spring and damping constants in terms of a more rigorous solution in which the three-dimensionality of the soil medium and its dynamic interaction with the pile are accounted for This is the aim of this paper.
Get full access to this article
View all available purchase options and get full access to this article.
Information & Authors
Information
Published In
Journal of the Geotechnical Engineering Division
Volume 106 • Issue 5 • May 1980
Pages: 565 - 570
Copyright
© 1980 American Society of Civil Engineers.
History
Published in print: May 1980
Published online: Feb 11, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Toyoaki Nogami
Milos Novak, M.ASCE
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.
Cited by
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.