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Stability Evaluation of Rock Slope in Hydraulic Engineering Based on Improved Support Vector Machine Algorithm

机译:基于改进的支持向量机算法的液压工程岩石坡稳定性评价

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The safety problem of the slope has always been an important subject in engineering geology, which has a wide range of application background and practical significance in reality. How to correctly evaluate the stability of the slope and obtain the parameters of the slope has always been the focus of research and production personnel at home and abroad. In recent years, various artificial intelligence calculation methods have been applied to the field of rock engineering and engineering geology, providing some new ideas for the solution of slope stability analysis and parameter back analysis. Support vector machine (SVM) algorithm has unique advantages and generalization in dealing with finite samples and highly complex and nonlinear problems. At present, it has become a research hotspot of intelligent methods and has been widely paid attention to in various application fields of slope engineering. In this paper, a cuckoo search algorithm-improved support vector machine (CS-SVM) method is applied to slope stability analysis and parameter inversion. Aiming at the problem of selecting kernel function parameters and penalty number of SVM, a method of using cuckoo search algorithm to improve support vector machine was proposed, and the global optimization ability of cuckoo search algorithm was used to improve the algorithm. Aiming at the slope samples collected, the classification algorithm of support vector machine (SVM) was used to identify the stable state of the test samples, and the improved SVM algorithm was used to analyze the safety factor of the test samples. The results show that the proposed method is reasonable and reliable. Based on the inversion of the permeability coefficient of the test samples by the improved support vector machine, the comparison between the inversion value and the theoretical value shows that it is basically feasible to invert the permeability coefficient of the dam slope by the improved support vector machine.
机译:坡度的安全问题一直是工程地质的重要主题,它具有广泛的应用背景和现实实际意义。如何正确评估坡度的稳定性,获得坡度的参数一直是国内外研究和生产人员的重点。近年来,各种人工智能计算方法已应用于岩石工程和工程地质领域,为边坡稳定性分析和参数后分析提供了一些新思路。支持向量机(SVM)算法具有独特的优点和泛化,用于处理有限样本和高度复杂和非线性问题。目前,它已成为智能方法的研究热点,并在坡地工程的各种应用领域得到了广泛关注。本文将杜鹃搜索算法改进的支持向量机(CS-SVM)方法应用于斜率稳定性分析和参数反转。针对选择内核函数参数和惩罚数量的SVM的问题,提出了一种使用Cuckoo搜索算法来改进支持向量机的方法,并且使用Cuckoo搜索算法的全局优化能力来改进算法。针对收集的斜率样本,使用支持向量机(SVM)的分类算法来识别测试样品的稳定状态,并且使用改进的SVM算法来分析测试样品的安全系数。结果表明,该方法是合理可靠的。基于改进的支撑载体机的测试样品的渗透系数的反转,反转值与理论值之间的比较表明,通过改进的支撑矢量机反转挡板透露率系数基本可行。

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