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首页> 外文期刊>International Journal for Numerical and Analytical Methods in Geomechanics >A new displacement back analysis to identify mechanical geo-material parameters based on hybrid intelligent methodology
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A new displacement back analysis to identify mechanical geo-material parameters based on hybrid intelligent methodology

机译:基于混合智能方法的新的位移反分析识别机械土工材料参数

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摘要

Displacement back analysis is a common method to identify mechanical geo-material parameters using the monitored displacement. How to obtain a global optimum solution in large space search of highly nonlinear multimodal is a key point of optimum back analysis. The paper presents a new back analysis that is an integration of evolutionary support vector machines (SVMs), numerical analysis and genetic algorithm. The non-linear relationship between the mechanical geo-material parameters to be identified and the corresponding displacement values of key points is learned and represented by evolutionary SVMs in global optimum. Numerical analysis is used to create training and testing samples for recognition of SVMs. Then, performing a global optimum search on the obtained SVMs using genetic algorithm can identify the mechanical geo-material parameters. The proposed algorithm is tested by back analysis of an elastic plate and an elastic-plastic plate and used to recognize mechanical parameters of subclay, strongly weathered tuff and weakly weathered tuff of Bachimen slope, Funing expressway. Fujian, China. The results indicate that applicability of the proposed algorithm with enough accuracy. Copyright
机译:反向位移分析是使用监视的位移来识别机械土工材料参数的常用方法。如何在高度非线性多峰的大空间搜索中获得全局最优解是最优反分析的关键。本文提出了一种新的反向分析方法,该方法是进化支持向量机(SVM),数值分析和遗传算法的集成。学习了要识别的机械土工材料参数与关键点的相应位移值之间的非线性关系,并用全局最优的进化SVM表示。数值分析用于创建训练和测试样本以识别SVM。然后,使用遗传算法对获得的支持向量机进行全局最优搜索,可以识别出机械地物参数。对该算法进行了弹性板和弹塑性板的反分析测试,用于识别阜宁高速公路八尺门斜坡的次黏土,强风化凝灰岩和弱风化凝灰岩的力学参数。中国福建。结果表明,该算法具有足够的适用性。版权

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