Research Article
Jul 1976

Dynamic Behavior of Partially Embedded Pile

This article has a reply.
VIEW THE REPLY
This article has a reply.
VIEW THE REPLY
This article has a reply.
VIEW THE REPLY
Publication: Journal of the Geotechnical Engineering Division
Volume 102, Issue 7

Abstract

Vibrational behavior of a partially embedded pile has been studied theoretically and some of the results compared with available field data. A mathematical model incorporating pile-soil interaction for resonant pile driving has been proposed. Only the logitudinal mode of the pile has been considered, but the same theory may be modified slightly to predict torsional behavior as well. The model equation is solved through standard Fourier transform method. Certain simplification has been introduced to the solution to minimize computational effort while retaining good accuracy.

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 102Issue 7July 1976
Pages: 775 - 785

History

Published in print: Jul 1976
Published online: Feb 11, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Muhammed A. Satter
Assoc. Prof., Dept. of Mech. Engrg., Pahlavi Univ., Shiraz, Iran

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 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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

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 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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share