Generalized solution to active earth pressure exerted onto retaining wall with narrow backfills
The finite element limit analysis (FELA) method is used to interpret the active failure mechanisms of retaining wall with narrow backfills under translation mode. It is found from the numerical results that multiple slip surfaces will be developed in the narrow backfills in rebounding form. Moreover...
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| Format: | Artigo |
| Sprog: | Inglês |
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Editorial Office of Chinese Journal of Geotechnical Engineering
2022-03-01
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| Serier: | Yantu gongcheng xuebao |
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| Online adgang: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE202203010 |
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