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

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dc.contributor.authorMcGann CR
dc.date.accessioned2020-06-15T02:33:04Z
dc.date.available2020-06-15T02:33:04Z
dc.date.issued2020en
dc.date.updated2020-05-08T01:59:09Z
dc.identifier.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.en
dc.identifier.doihttps://doi.org/10.1061/(asce)gt.1943-5606.0002295
dc.identifier.issn1090-0241
dc.identifier.issn1943-5606
dc.identifier.urihttps://hdl.handle.net/10092/100389
dc.languageEnglish
dc.language.isoen
dc.publisherAmerican Society of Civil Engineers (ASCE)en
dc.rightsAll rights reserved unless otherwise stateden
dc.rights.urihttp://hdl.handle.net/10092/17651en
dc.subjectlateral spreadingen
dc.subjectpile pinningen
dc.subjectbridge abutmentsen
dc.subjectdeep foundationsen
dc.subject.anzsrcFields of Research::40 - Engineering::4005 - Civil engineering::400506 - Earthquake engineeringen
dc.subject.anzsrcFields of Research::40 - Engineering::4005 - Civil engineering::400502 - Civil geotechnical engineeringen
dc.titleParametric Assessment of Equivalent Static Procedure Accounting for Foundation-Pinning Effects in Analysis of Piled Bridge Abutments Subject to Lateral Spreadingen
dc.typeJournal Articleen
uc.collegeFaculty of Engineering
uc.departmentCivil and Natural Resources Engineering
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