Research Article
Mar 1982
Numerical Models for Track Support Structures
Publication: Journal of the Geotechnical Engineering Division
Volume 108, Issue 3
Abstract
Three finite element formulations based on one-, two-, and three-dimensional idealization for analysis of railroad track support structures are presented with major emphasis on the three-dimensional procedure. The formulations incorporate nonlinear constitutive behavior by using four different elastic-plastic laws and thin interface elements for simulation of behavior at junctions. The parameters for defining nonlinear constitutive laws are obtained from comprehensive tests by using a truly triaxial device. The predictions are compared with other available models, and with field observations from the Urban Mass Transportation Administration Test Section at Transportation Test Center, Pueblo, Colorado.
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 108 • Issue 3 • March 1982
Pages: 461 - 480
Copyright
© 1982 American Society of Civil Engineers.
History
Published in print: Mar 1982
Published online: Feb 11, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
C.S. Desai, M.ASCE
Prof., Dept. of Civ. Engrg. and Engrg. Mechanics, Univ. of Arizona, Tucson, Ariz
H.J. Siriwardane, AM.ASCE
Asst. Prof., Dept. of Civ. Engrg., West Virginia Univ., Morgantown, W. Va
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.