Chapter
Aug 19, 2013
Use of Soil-Structure Interaction Analyses to Optimize Cement Silos Foundation Design
Authors: Wolfgang Roth, Ph.D. [email protected], Philip Hadfield [email protected], Bei Su, Ph.D. [email protected], and Ethan Dawson, Ph.D. [email protected]Author Affiliations
Publication: Ports 2013: Success through Diversification
Abstract
Nonlinear dynamic soil-structure interaction (SSI) analyses were performed to evaluate a proposed deep-foundation scheme for heavy cement silos at Pier F in the Port of Long Beach, California. A conventional, code-based design with 24-inch octagonal precast concrete piles called for 552 piles to resist shear forces generated by the design earthquake. However, the SSI analyses performed with FLAC demonstrated that the number of piles could be reduced by more than 50%. The piles were modeled with elastic-perfectly plastic beam elements connected to a simplified superstructure whose mass and fundamental period approximated the dynamic characteristics of the silos. Piles interacted with foundation soils through non-linear p-y and t-z springs; and soils were represented by an elastic-plastic Mohr-Coulomb model coupled with an empirical pore-pressure generation scheme.
Get full access to this article
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2013 American Society of Civil Engineers.
History
Published online: Aug 19, 2013
Permissions
Request permissions for this article.
Authors
Affiliations
P.E., G.E.
Principal, Engr./Vice President, URS, 915 Wilshire Boulevard, Suite 700, Los Angeles, CA 90017. E-mail: [email protected]
P.E.
Senior Project Manager/Vice President, URS, 310 Golden Shore, Suite 100, Long Beach, CA 90802. E-mail: [email protected]
P.E.
Sen. Engr, URS, Los Angeles, CA. E-mail: [email protected]
Sen. Engr, URS, Los Angeles, CA. E-mail: [email protected]
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.