dc.creator | Bracegirdle, A. | |
dc.date | 1980-12-31 | |
dc.date.accessioned | 2021-02-02T02:30:16Z | |
dc.date.available | 2021-02-02T02:30:16Z | |
dc.identifier | https://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/996 | |
dc.identifier | 10.5459/bnzsee.13.4.347-354 | |
dc.identifier.uri | https://repo.nzsee.org.nz/xmlui/handle/nzsee/1896 | |
dc.description | This paper describes a simplified seismic design approach proposed by the author (1979), based on limiting deformations. Limitations of the method are outlined and results of a simple computer programme presented. With further analysis, charts may be developed to provide a useful design tool. | en-US |
dc.format | application/pdf | |
dc.language | eng | |
dc.publisher | New Zealand Society for Earthquake Engineering | en-US |
dc.relation | https://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/996/971 | |
dc.rights | Copyright (c) 1980 A. Bracegirdle | en-US |
dc.rights | https://creativecommons.org/licenses/by/4.0 | en-US |
dc.source | Bulletin of the New Zealand Society for Earthquake Engineering; Vol 13 No 4 (1980); 347-354 | en-US |
dc.source | 2324-1543 | |
dc.source | 1174-9857 | |
dc.title | Seismic stability of reinforced earth retaining walls | en-US |
dc.type | info:eu-repo/semantics/article | |
dc.type | info:eu-repo/semantics/publishedVersion | |
dc.type | Article | en-US |