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Investigation of Volumetric Block Proportion (VBP) Effect on Excavation-Induced Ground Response of Talus-like Rock Mass Based on DEM Simulations

Due to the complexity of the talus-like rock mass with different values of volumetric block proportion (VPB), it is thus crucial to explore the VBP effect on the excavation-induced ground responses. We conduct a series of 2D DEM (discrete element method) simulations on a common circular tunnel excav...

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Detalles Bibliográficos
Autores principales: Wang, Shuaifeng, Yi, Yinlian, Li, Xiaochang, Zhang, Shaoqiang, Zhang, Zixin
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9785436/
https://www.ncbi.nlm.nih.gov/pubmed/36556754
http://dx.doi.org/10.3390/ma15248943