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Research on Soft Rock Damage Softening Model and Roadway Deformation and Failure Characteristics

To determine a reasonable control strategy for deep buried soft rock roadways, a study on deformation and failure characteristics was carried out. The Weibull distribution damage variable was introduced to construct a damage-softening model considering the lateral deformation of the rock mass, and t...

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Detalles Bibliográficos
Autores principales: Zeng, Chunlin, Zhou, Yuejin, Xiao, Yuhang, Zhou, Xin, Zhu, Chaobin, Xu, Yunong
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9457066/
https://www.ncbi.nlm.nih.gov/pubmed/36079268
http://dx.doi.org/10.3390/ma15175886

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