李华斌, 张宗祜, 凌泽民. 土质滑坡分形分析方法的应用[J]. 工程科学学报, 1993, 15(3): 235-239. DOI: 10.13374/j.issn1001-053x.1993.03.017
引用本文: 李华斌, 张宗祜, 凌泽民. 土质滑坡分形分析方法的应用[J]. 工程科学学报, 1993, 15(3): 235-239. DOI: 10.13374/j.issn1001-053x.1993.03.017
Li Huabin, Zhang Zonghu, Ling Zemin. Application of Fractal Method on Soil Landslide Analysis[J]. Chinese Journal of Engineering, 1993, 15(3): 235-239. DOI: 10.13374/j.issn1001-053x.1993.03.017
Citation: Li Huabin, Zhang Zonghu, Ling Zemin. Application of Fractal Method on Soil Landslide Analysis[J]. Chinese Journal of Engineering, 1993, 15(3): 235-239. DOI: 10.13374/j.issn1001-053x.1993.03.017

土质滑坡分形分析方法的应用

Application of Fractal Method on Soil Landslide Analysis

  • 摘要: 土质滑坡在滑动带形成之前,其矿物颗粒的分布是原生状的,带有很大的随机性。在应力的作用下,矿物颗粒的排列方向不断调整并逐步定向排列,直至滑坡失稳。矿物颗粒的定向排列程度与滑坡的发育过程是相互对应的,它可以用分形来度量。

     

    Abstract: The distribution of mineral particles on soil landslide is protogenous and random before the creation of sliding zoon. Under the action of stress field, the arrangement of mineral particles is increasingly regulated, up to the landslide losing stability. The change of the distribution of the particles is correspondent with the development process of landslide. It can be measured by fractal.

     

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