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陈文胜, 刘成, 徐彬, 尹平保. 边坡稳定性分析的力矩和方法研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20231182
引用本文: 陈文胜, 刘成, 徐彬, 尹平保. 边坡稳定性分析的力矩和方法研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20231182
Study on torque sum method for slope stability analysis[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20231182
Citation: Study on torque sum method for slope stability analysis[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20231182

边坡稳定性分析的力矩和方法研究

Study on torque sum method for slope stability analysis

  • 摘要: 提出了一种新的边坡稳定性分析方法,即力矩和方法。力矩和方法是在矢量和方法的基础上,考虑滑坡体作为刚体的位移模式,补充了滑坡体绕某点转动的位移趋势而提出来的。该方法对一确定的滑坡体和滑动面,假定滑坡体绕某点转动,通过求出滑坡体的转动力矩和和抗转动力矩和,从而求到滑坡体绕某点转动时的安全系数。文中给出了力矩和方法安全系数的定义,并结合条分模型的滑动面应力求解,推导了安全系数的求解公式和相应计算步骤。根据力矩和方法求解了两个ACADS考题,分别针对圆弧和非圆弧滑动面与其它代表性方法的结果进行了比较,结果显示力矩和方法得到了较传统方法较小的安全系数,该结果值得边坡稳定性分析时关注。力矩和方法的提出,是对矢量和方法仅考虑滑动体直线平移位移模式的一个补充,也为边坡稳定性分析,特别是滑坡体可能是转动位移模式提供了一种新的途径。

     

    Abstract: A new method for analyzing slope stability, the torque sum method(TSM), is proposed. The TSM is on the basis of the vector sum method(VSM), considering the displacement mode of the sliding body as a rigid body, and supplementing the displacement tendency of rotating around a certain point. The TSM assumes, for a definite landslide body and sliding surface, that the slide body rotates around a certain point, and by calculating the sum of the rotating torques and the anti-rotating torques of the slide body, the factor of safety when the slide body rotates around a certain point is obtained. In this work, the definition of the safety factor for TSM is given, and the formula for solving the safety factor as well as the corresponding calculation steps are derived based on the sliding surface stress of the slices method model. Two examples of ACADS are solved by TSM, and the results of circular and non-circular sliding surfaces are compared with those of other representative methods. The results show that a lower safety factor is obtained by TSM than by traditional methods, which is worthy of attention in slope stability analysis. The TSM is a supplement to the VSM which only considers the linear translational displacement mode of sliding body, and also provides a new approach for slope stability analysis, especially forever a slope with rotational displacement mode of sliding body.

     

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