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Discussion of “Stability assessment of slopes with cracks using limit analysis”

机译:讨论“使用极限分析法评估有裂缝的斜坡的稳定性”

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摘要

The discusser has recently published a paper in Géotechnique titled “Investigation by limit analysis on the stability of slopes with cracks” (Utili 2013) that includes, for the first time (to the discusser’s knowledge), a systematic investigation of the influence of the presence of cracks in uniform slopes for rotational failure mechanisms via the limit analysis upper bound approach. Looking at the discusser’s paper and the paper under discussion (Michalowski 2013), a reader may note that the aim of the two papers is the same, namely, to assess quantitatively the effect of the presence of cracks on the stability of slopes employing the upper bound approach of limit analysis. The discusser’s paper was sent to Géotechnique when the discusser had no knowledge of either the author’s conference paper (Michalowski 2012) or of the paper under discussion published in July 2013. On the other hand, the discusser’s paper was published after the publication of the author’s conference paper (Michalowski 2012). Hence, it can be concluded that the discusser and the author had independently developed an original formulation for the calculation of upper bounds based on rotational failure mechanisms for cracked uniform slopes at similar times.\ud
机译:讨论者最近在Géotechnique上发表了一篇题为“通过对具有裂缝的边坡稳定性进行极限分析的研究”(Utili 2013),该文章首次(据讨论者所知)包括对存在影响的系统研究极限分析上限法的旋转破坏机制在均匀斜坡上的裂缝的识别。查看讨论者的论文和正在讨论的论文(Michalowski,2013年),读者可能会注意到,这两篇论文的目的是相同的,即定量评估裂缝的存在对采用上部结构的边坡稳定性的影响。极限分析的约束方法。当讨论者不知道作者的会议论文(Michalowski 2012)或2013年7月正在讨论的论文时,将讨论者的论文发送给Géotechnique。另一方面,讨论者的论文在作者的论文发表后发表。会议论文(Michalowski 2012)。因此,可以得出结论,讨论者和作者根据相似时间开裂的均匀斜坡的旋转破坏机理,独立开发了上限计算的原始公式。

著录项

  • 作者

    Utili, Stefano;

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  • 年度 2014
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  • 原文格式 PDF
  • 正文语种 en
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