Long-term settlement of tunnel caused by shield tunneling in peaty soil
In order to study the long-term settlement of tunnel caused by shield tunneling in peaty soil, the surrounding soil of tunnel is regarded as continuum, homogeneous and isotropic saturated viscoelastic medium. The rheological properties of peaty soil are described a five-component model. Based on the...
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| Autor principal: | |
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| Format: | Artigo |
| Idioma: | Inglês |
| Publicat: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2017-08-01
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| Col·lecció: | Yantu gongcheng xuebao |
| Matèries: | |
| Accés en línia: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE201708008 |
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