Quantitative analysis of construction risks in shallowly buried biased tunnel portal section
Abstract To address the prominent problem of collapse instability in shallow buried soft ground tunnels, a non-invasive stochastic finite element method was introduced. Taking Fujian Puyan Wenbishan tunnel as the background project, ABAQUS finite element software was used to analyze the tunnel excav...
| Váldodahkkit: | , , , , |
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| Materiálatiipa: | Artihkal |
| Giella: | English |
| Almmustuhtton: |
Nature Portfolio
2024-10-01
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| Ráidu: | Scientific Reports |
| Fáttát: | |
| Liŋkkat: | https://doi.org/10.1038/s41598-024-73890-y |