Evaluation of the collapsible deformation of surrounding rock of loess hydraulic tunnel considering ground stress variation
Abstract Background Uneven settlement will occur as a result of the collapsible deformation of the loess strata, and the hydraulic tunnel lining structure will also fail. In this work, laterally confined compression tests were carried out on loess and the double-line method was employed to evaluate...
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| Autori principali: | , , , , , |
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| Natura: | Artigo |
| Lingua: | Inglês |
| Pubblicazione: |
SpringerOpen
2023-11-01
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| Serie: | Geoenvironmental Disasters |
| Soggetti: | |
| Accesso online: | https://doi.org/10.1186/s40677-023-00257-2 |
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