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Elastoplastic analysis of surrounding rock of caverns considering deterioration of stiffness and strength

The stiffness and strength of the surrounding rock in underground caverns will deteriorate to a certain extent when it enters the plastic state. Based on the D-P yield criterion, the elastic-plastic solution for the anchored surrounding rock of deep-buried circular caverns is obtained considering th...

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Autore principale: ZHANG Shuai 1, WANG Junjie 2, ZHANG Hailong 3, SONG Shaoxian 4, WU Daifeng 5
Natura: Artigo
Lingua:Inglês
Pubblicazione: Editorial Office of Chinese Journal of Geotechnical Engineering 2024-01-01
Serie:Yantu gongcheng xuebao
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Accesso online:https://www.cgejournal.com/en/article/doi/10.11779/CJGE20221214
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