A new displacement back analysis to identify mechanical geo-material parameters based on hybrid intelligent methodology

被引:86
作者
Feng, XT [1 ]
Zhao, HB [1 ]
Li, SJ [1 ]
机构
[1] Chinese Acad Sci, Inst Rock & Soil Mech, Wuhan 430071, Peoples R China
关键词
displacement back analysis; geo-material parameter identification; support vector machine; genetic algorithm;
D O I
10.1002/nag.381
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
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 (C) 2004 John Wiley Sons, Ltd.
引用
收藏
页码:1141 / 1165
页数:25
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