Parametric Assessment of Equivalent Static Procedure Accounting for Foundation-Pinning Effects in Analysis of Piled Bridge Abutments Subject to Lateral Spreading (2020)
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Type of Content
Journal ArticleUC Permalink
https://hdl.handle.net/10092/100389Publisher
American Society of Civil Engineers (ASCE)ISSN
1090-02411943-5606
Language
EnglishCollections
Citation
McGann CR (2020). Parametric Assessment of Equivalent Static Procedure Accounting for Foundation-Pinning Effects in Analysis of Piled Bridge Abutments Subject to Lateral Spreading. Journal of Geotechnical and Geoenvironmental Engineering. 146(7). 04020055-04020055.This citation is automatically generated and may be unreliable. Use as a guide only.
Keywords
lateral spreading; pile pinning; bridge abutments; deep foundationsANZSRC Fields of Research
09 - Engineering::0905 - Civil Engineering::090504 - Earthquake Engineering09 - Engineering::0905 - Civil Engineering::090501 - Civil Geotechnical Engineering