Evolution-based genetic algorithms for analysis of non-destructive surface wave tests on pavements

被引:31
作者
Hunaidi, O [1 ]
机构
[1] Natl Res Council Canada, Inst Res Construct, Ottawa, ON K1A 0R6, Canada
关键词
spectral analysis of surface waves; Rayleigh waves; dispersion; pavements; optimization; genetic algorithms;
D O I
10.1016/S0963-8695(98)00007-3
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
Spectral analysis of surface waves (SASW) is an in situ non-destructive method for evaluation of near-surface stiffness profiles of pavement systems. This method is based on the dispersion phenomenon of Rayleigh surface waves in layered media. In the SASW method, the stiffness profile of a pavement is determined by fitting measured dispersion data with an adjustable theoretical model of the pavement system that depends on layer thicknesses and elastic moduli. The best-fit stiffness profile is usual ly found with search or optimization techniques. Unfortunately, the parameter space for this problem is highly complex and multi-modal and, consequently, traditional calculus-based search techniques often fail. In this study, a robust search technique employing genetic algorithms is applied. These algorithms are based on the principles of natural evolution, i.e. survival-of-the-fittest. A basic description of this search technique and its implementation for optimization in the SASW method are presented. Its effectiveness is also demonstrated on a difficult, three-layer pavement site. Crown Copyright 1998 Published by Elsevier Science Ltd.
引用
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页码:273 / 280
页数:8
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