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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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Principais autores: She Fangtao, Xu Wanying, Liu Lele, Liu Guoping, Li Lei, Duan Changhui
Formato: Artigo
Idioma:Inglês
Publicado em: SpringerOpen 2023-11-01
coleção:Geoenvironmental Disasters
Assuntos:
Loess collapsibility
Double-line method
Collapsibility coefficient
Hydraulic tunnel
Ground stress
Acesso em linha:https://doi.org/10.1186/s40677-023-00257-2
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