Parametric Assessment of Equivalent Static Procedure Accounting for Foundation-Pinning Effects in Analysis of Piled Bridge Abutments Subject to Lateral Spreading

McGann CR

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Type of Content

Journal Article

UC Permalink

https://hdl.handle.net/10092/100389

Publisher's DOI/URI

https://doi.org/10.1061/(asce)gt.1943-5606.0002295

Publisher

American Society of Civil Engineers (ASCE)

ISSN

1090-0241
1943-5606

Language

English

Collections

Engineering: Journal Articles [1528]

Authors

McGann CR

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.
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Keywords

lateral spreading; pile pinning; bridge abutments; deep foundations

ANZSRC Fields of Research

40 - Engineering::4005 - Civil engineering::400506 - Earthquake engineering
40 - Engineering::4005 - Civil engineering::400502 - Civil geotechnical engineering

Rights

http://hdl.handle.net/10092/17651