Application of pseudo-static limit analysis in geotechnical earthquake design
Paper
Paper/Presentation Title | Application of pseudo-static limit analysis in geotechnical earthquake design |
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Presentation Type | Paper |
Authors | Shiau, Jim S. (Author), Lyamin, Andrei V. (Author) and Sloan, Scott W. (Author) |
Editors | Schweiger, Helmut F. |
Journal or Proceedings Title | Proceedings of the 6th European Conference on Numerical Methods in Geotechnical Engineering |
Number of Pages | 7 |
Year | 2006 |
Place of Publication | London, United Kingdom |
ISBN | 9780415408226 |
Web Address (URL) of Paper | http://www.balkema.nl/ |
Conference/Event | 6th European Conference on Numerical Methods in Geotechnical Engineering |
Event Details | 6th European Conference on Numerical Methods in Geotechnical Engineering Event Date 06 to end of 08 Sep 2006 Event Location Graz, Austria |
Abstract | Based on the classical limit theorems of upper and lower bounds, the numerical procedures developed at Newcastle utilise finite elements and non-linear programming and has proven to be both effective and efficient in solving many geotechnical stability problems. The bounding techniques have yet to be applied to the seismic stability of geotechnical structures. In this paper, both seismic bearing capacity of footings located near slopes and seismic earth pressures on retaining walls will be examined. |
Keywords | geotechnical stability; pseudo-static limit analysis; geotechnical earthquake design |
ANZSRC Field of Research 2020 | 400502. Civil geotechnical engineering |
401902. Geomechanics and resources geotechnical engineering | |
400506. Earthquake engineering | |
Public Notes | © 2006 Taylor & Francis Group. Permanent restricted access to paper due to publisher copyright restrictions. |
Byline Affiliations | Department of Agricultural, Civil and Environmental Engineering |
University of Newcastle |
https://research.usq.edu.au/item/9xx7y/application-of-pseudo-static-limit-analysis-in-geotechnical-earthquake-design
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