›› 2004, Vol. 25 ›› Issue (12): 2023-2027.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Application of genetic algorithm to selecting the retaining structure type for deep foundation pit

ZHOU Hai-qing ,CHEN Zheng-han, ZHU Yuan-qing   

  1. Department of Military Civil Engineering , Logistic Engineering University of PLA ,Chongqing 400041,China
  • Received:2003-08-18 Online:2004-12-10 Published:2014-08-19

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Abstract: In order to research the optimization function of genetic algorithm on selecting the retaining structure type for deep foundation pit, the programs of optimizing the retaining structure of deep foundation pit, cantilever pile, cement-soil wall, and anchor reinforced pile are developed based on the genetic algorithms, the purpose is to select the best retaining structure type by comparing the optimized cost of the different structure types. Three actual deep foundation pit engineerings in Xiamen are analyzed to select their retaining structure type with the above programs. The result shows that the genetic algorithm is a good approach to select the retaining structure type for deep foundation pit.

Key words: genetic algorithm, deep foundation pit, selection of retaining structure type

CLC Number: 

  • O357.3
  • 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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