Control effects of soil reinforcement on underlying metro tunnel deformation and influenced zone induced by deep excavation in soft strata
The commonly used soil reinforcement method is selected, and the finite element numerical method is used to study the influences of soil reinforcement in the pit on the deformation characteristics of the underlying metro tunnels caused by excavation. By defining the index of deformation control effi...
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| Autor principal: | |
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| Format: | Artigo |
| Idioma: | Inglês |
| Publicat: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2021-11-01
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| Col·lecció: | Yantu gongcheng xuebao |
| Matèries: | |
| Accés en línia: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE2021S2035 |
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