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张鲁渝, 张建民. 边坡稳定分析中组合滑面的构造模型[J]. 岩土工程学报, 2005, 27(8): 855-859.
引用本文: 张鲁渝, 张建民. 边坡稳定分析中组合滑面的构造模型[J]. 岩土工程学报, 2005, 27(8): 855-859.
ZHANG Luyu, ZHANG Jianmin. Model of combined slips in slope stability analysis[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(8): 855-859.
Citation: ZHANG Luyu, ZHANG Jianmin. Model of combined slips in slope stability analysis[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(8): 855-859.

边坡稳定分析中组合滑面的构造模型

Model of combined slips in slope stability analysis

  • 摘要: 坡体的地质构造对滑面几何形状具有决定性的影响,而现有稳定分析理论不能很好地考虑这种影响。本文提出了一个组合滑面的构造模型,它分为两部分:一部分模拟不受地质影响的滑面,另一部分则模拟受软弱结构面控制的滑面。该模型不仅可以考虑单条或多条软弱结构面并存的情况,而且可以模拟各种复杂组合滑面,如圆弧、样条曲线以及折线组合滑面等,这些成果为研究复杂临界组合滑面的搜索算法奠定了基础。算例分析表明,提出的模型不仅可行而且具有广阔的应用前景。

     

    Abstract: The geological structures of slopes have a great impact on the geometrical shapes of slope slips, but current stability analysis theories can not consider the influence satisfactorily. A model was provided to simulate combined slips. It divided slips into two parts, one part represented slips on which geological structures had no influence, and the other one could be affected by geological structures. Not only could it be applicable to single or multi-softening-surface, but also simulate several types of combined slips such as arc-polyline, spline-polyline and polyline-polyline, etc. All of these results were the basis of another task to search the critical combined slip. The analysis results of examples show the model is not only feasible but also practical.

     

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