直剪试验
地质学
剪切(地质)
岩土工程
剪切带
抗剪强度(土壤)
土壤水分
岩石学
土壤科学
地震学
构造学
作者
Qianyun Wang,Huiming Tang,Pengju An,Kun Fang,Sixuan Sun,LU Jian-lin
标识
DOI:10.1038/s41598-024-77163-6
摘要
The stability of reservoir landslides is determined by the strength of the slide zone. Using both experimental and numerical techniques to analyze the strength of the slide zone has been widely used in the research of reservoir landslides. However, few models consider the strength of the coupling between seepage and shear. This paper aims to analyze the shear strength of slide zone soil combined with different stresses by using the directed shear test and particle flow code PFC
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