Research Article
May 1968
Finite Element Analysis for the Seismic Response of Earth Banks
Publication: Journal of the Soil Mechanics and Foundations Division
Volume 94, Issue 3
Abstract
The seismic response of earth banks is studied by the finite element method. The effects of the division and extent of the section of the bank used in the analysis are examined. The appropriate extent of the bank to be included in the analysis is ascertained by studying several sections of varying extents and observing the influence of the boundaries on the response values. The effects of the division of the bank are examined by increasing the number of divisions and observing the influence on the response values. Based on these results, criteria for the appropriate division and extent of earth banks on either rigid or flexible foundations are proposed. An independent check on the results is provided by the fact that the response values of the parts of the bank well behind the crest and well beyond the toe of the slope approach those of corresponding semi-infinite layers.
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 94 • Issue 3 • May 1968
Pages: 617 - 636
Copyright
© 1968 American Society of Civil Engineers.
History
Published in print: May 1968
Published online: Feb 12, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
I. M. Idriss, AM.ASCE
Lecturer, Dept. of Civ. Engrg., and Asst. Research Engr., Inst. of Transportation and Traffic Engrg., Univ. of California, Berkeley, Calif.
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.