使

Kamil Bacharz1, Magdalena Bacharz1, Wiesław Trąmpczyński1

  • 1Department of Materials Strength and Building Structures, Kielce University of Technology, 25-314 Kielce, Poland.

PubMed
概括

这项研究应用了可塑性理论来估计斜坡安全因素,为传统方法提供了更简单的替代方案. 研究结果显示,这些新解决方案与已建立的地质工程技术密切相匹配.

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