Probabilistic back analysis of slope failure considering spatial variability of soil properties
The statistics of uncertain rock and soil parameters can be updated with the information from different sources such as in-situ measurements and field observations via probabilistic back analysis, which can be further used for more realistic slope stability assessment. However, the inherent spatial...
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| Materialtyp: | Artigo |
| Språk: | Inglês |
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Editorial Office of Chinese Journal of Geotechnical Engineering
2017-03-01
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| Serie: | Yantu gongcheng xuebao |
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| Länkar: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE201703011 |
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