使,

Liang Xu1, Hongliang Jing1, Jiahui Wen1

  • 1School of Civil Engineering, Qingdao University of Technology, Qingdao, China.

PloS one
|August 22, 2025
PubMed
概括

这项研究引入了修改后的伪动态毕晓普方法 (MPDBM) 用于斜率地震稳定性分析. 它揭示了考虑到初始阶段的空间变化,与传统方法不同,提供了更准确的最低安全因子,特别是在更大的斜坡上.

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