›› 2004, Vol. 25 ›› Issue (7): 1131-1134.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Prediction of soft soil foundations settlements based on genetic algorithm

XIA Jiang1,2, YAN Ping1, ZHUANG Yi-zhou1,XU Xiang-ming3   

  1. 1. Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China；2. College of Civil Engineering, Tongji University, Shanghai 200092，China；3. Zhejiang Education Development Center, Hangzhou 310012, China
  • Received:2003-05-14 Online:2004-07-09 Published:2014-07-18

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Abstract: Genetic algorithm based on natural evolutionism is a good method to resolve complicated geotechnic nonlinear problems. Some classical works on genetic algorithm are introduced and remarked. The settlement of a soft soil foundation often manifests as complicated features at time sequence due to the influence of many factors. In the settlement prediction of a reinforcement and slant rectification, genetic algorithm programme coded by MATLAB predicts the settlement. Calculation result is consistent with the result from actual measurement. It indicates that genetic algorithm has much more superiority than traditional algorithm in global optimization, nonlinear optimization, multiparameter optimization, and so on.

Key words: genetic algorithm, settlement prediction, back analysis, soft soil foundation

CLC Number: 

  • TU 447
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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