Automatic identification of detects of pile based on improved genetic algorithm
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Automatic identification of detects of pile based on improved genetic algorithm
Vol. 28, Issue 10, (2007)
作者机构:
中国科学院武汉岩土力学研究所,武汉,430071
作者简介:
基金信息:
DOI:
CLC:TB115
Online First:15 October 2013,
Published:2007
稿件说明:
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LIU Ming-gui, PENG Jun-wei, YUE Xiang-hong, et al. Automatic identification of detects of pile based on improved genetic algorithm[J]. 2007, 28(10).
DOI:
LIU Ming-gui, PENG Jun-wei, YUE Xiang-hong, et al. Automatic identification of detects of pile based on improved genetic algorithm[J]. 2007, 28(10).DOI:
Automatic identification of detects of pile based on improved genetic algorithm
The improved genetic algorithm is proposed to identify the defects of pile detected by low-strain integrity testing. Considering the premature phases and slow rate of convergence in evening of genetic algorithms
adaptive niche technology and adaptive probabilities of crossover and mutation are both introduced into the classical simple genetic algorithm
with one dimension theory of stress wave and finite difference method to identify the defects of pile. The study shows that this method is suitable for the automatic identification of defects of pile detected by low-strain integrity testing. It can also avoid premature phases and slow rate of convergence in evening that often happen in simple genetic algorithms. Finally