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    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 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
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    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 foundations
    ANZSRC Fields of Research
    40 - Engineering::4005 - Civil engineering::400506 - Earthquake engineering
    40 - Engineering::4005 - Civil engineering::400502 - Civil geotechnical engineering
    Rights
    All rights reserved unless otherwise stated
    http://hdl.handle.net/10092/17651

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