基于对数螺旋曲线的黄土边坡稳定性分析新方法

Xi-hua Long, Y. Zhao, Ling Yang
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引用次数: 0

摘要

针对传统方法分析黄土边坡稳定性时滑移面特征近似误差较大的问题,提出了一种新的方法。首先利用数学模型将黄土边坡的滑移面简化为对数螺旋形,然后推导稳定系数公式,建立失稳边坡的力学分析模型。最后,采用变步长优化算法计算最小稳定系数。应用实例表明,采用对数螺旋曲线拟合滑面特征能较好地符合黄土边坡的实际破坏特征。所提出的变步长优化算法既提高了收敛速度又提高了精度,其计算结果与黄土边坡的实际情况吻合较好。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A New Stability Analysis Method for Loess Slope Based on Logarithmic Spiral Curve
To overcome the problem that the approximation error of the slip surface feature is bigger when using traditional methods to analyze the stability of loess slope, a new method is put forward. At first, the mathematical model was used to simplify the slip surface of loess slope as logarithmic spiral shape, and then the formula of stability coefficient was deduced to establish the mechanical analysis model of instability slope. At last, the variable-step optimization algorithm was adopted to calculate the minimum stability coefficient. The application instance shows that using logarithmic spiral curve to fit the slip surface feature can conform with the practical failure characteristic of loess slope closely. The variable-step optimization algorithm proposed can improve both convergence rate and accuracy, and its computation results are exactly consistent with the actual facts of loess slope.
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