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

Files
ESAparamStudy.pdf (2.09 MB)
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
Thesis discipline
Degree name
Publisher
American Society of Civil Engineers (ASCE)
Journal Title
Journal ISSN
Volume Title
Language
English
Date
2020
Authors
McGann CR
Abstract
Description
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.
Keywords
lateral spreading, pile pinning, bridge abutments, deep foundations
Ngā upoko tukutuku/Māori subject headings
ANZSRC fields of research
Fields of Research::40 - Engineering::4005 - Civil engineering::400506 - Earthquake engineering
Fields of Research::40 - Engineering::4005 - Civil engineering::400502 - Civil geotechnical engineering
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All rights reserved unless otherwise stated
http://hdl.handle.net/10092/17651
Collections
Engineering: Journal Articles