Research Article
Aug 1960

Foundation Vibrations

This article has a reply.
VIEW THE REPLY
This article has a reply.
VIEW THE REPLY
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 Soil Mechanics and Foundations Division
Volume 86, Issue 4

Abstract

Theory of T.Y.SUNG for vertical vibrations is cited and graphs are presented which may be used for analysis or design; comparison with behavior of oscillator on semi-infinite elastic body; to evaluate dynamic characteristics of foundation, shear modulus and Poisson's ratio of underlying soil need to be determined; typical values of soil constants and methods of establishing them at particular site; examples are included.

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 Soil Mechanics and Foundations Division
Volume 86Issue 4August 1960
Pages: 1 - 34

History

Published in print: Aug 1960
Published online: Feb 12, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

F. E. Richart Jr., F.ASCE
Research Fellow in Soil Mech., Harvard Univ., Cambridge, Mass., (Prof. of Civ. Engrg., Univ. of Florida, Gainesville, Fla., on leave 1959-1960.)

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