Guoyong Duan1,2,3,4, Yuchen Zhou3,4, Fei Li5,6,7

  • 1Hubei Key Laboratory of Disaster Prevention Mitigation (China Three Gorges University), Yichang, China.

Scientific reports
|April 24, 2025
PubMed
概括

这项研究分析了具有可变角度的混凝土接头,揭示了不同的故障模式,并为斜坡稳定性分析提供了基础. 结果显示,峰值剪切强度与正常应力相关,与残余强度不同.

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