Parametric Assessment of Equivalent Static Procedure Accounting for Foundation-Pinning Effects in Analysis of Piled Bridge Abutments Subject to Lateral Spreading (2020)
Type of ContentJournal Article
PublisherAmerican Society of Civil Engineers (ASCE)
CitationMcGann 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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Keywordslateral spreading; pile pinning; bridge abutments; deep foundations
ANZSRC Fields of Research40 - Engineering::4005 - Civil engineering::400506 - Earthquake engineering
40 - Engineering::4005 - Civil engineering::400502 - Civil geotechnical engineering
RightsAll rights reserved unless otherwise stated
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