Chapter
Jun 20, 2012
Non-Linear Soil and Structure Bridge Foundation Seismic Analysis from Design through Construction Using FBPier
Publication: Structures Congress 2006: 17th Analysis and Computation Specialty Conference
Abstract
This paper describes non-linear soil and structure analysis techniques fundamentals and application of this technique using the FBPier/FBMultiPier computer Program. A case study is discussed using the FBPier program on the 2,265 Meter long Benicia-Martinez Bridge located near The San Francisco Bay area in California. FBPier was used on this structure for the independent check during the design phase and through the construction to analyze changes in field conditions and foundation construction.
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Published In
Structures Congress 2006: 17th Analysis and Computation Specialty Conference
Pages: 1 - 14
Copyright
© 2006 American Society of Civil Engineers.
History
Published online: Jun 20, 2012
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ASCE Technical Topics:
- Bridge foundations
- Caissons
- Construction engineering
- Construction industry
- Construction management
- Construction methods
- Earthquake engineering
- Foundation construction
- Foundation design
- Foundations
- Geomechanics
- Geotechnical engineering
- Infrastructure construction
- Seismic design
- Soil analysis
- Soil mechanics
- Soil properties
- Structural analysis
- Structural engineering
Authors
Affiliations
P.E.
CH2M HILL. E-mail: [email protected]
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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.
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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.