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Dynamic failure characteristics of surrounding rocks under different lateral pressure coefficients in deep tunnel transient excavation
A novel transient unloading testing system was adopted to simulate the transient excavation of tunnels under different lateral pressure coefficients (k(0)). The results show that the transient excavation of a tunnel induces significant stress redistributions and concentrations, particle displacement...
| Autores principales: | , , , , , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
Springer International Publishing
2023
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| Materias: | |
| Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9947088/ https://www.ncbi.nlm.nih.gov/pubmed/36845405 http://dx.doi.org/10.1007/s40948-023-00563-x |