›› 2006, Vol. 27 ›› Issue (4): 662-666.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Numerical simulation of deep foundation pit excavation with double-row piles

CUI Hong-huan1, ZHANG Li-qun1, ZHAO Guo-jing2   

  1. 1. Hebei Institute of Civil Engineering, Zhangjiakou 075000, China; 2. China University of Mining& Technology, Beijing 100000, China
  • Received:2004-12-28 Online:2006-04-10 Published:2013-11-05

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Abstract: ABAQUS is adopted to simulate the mechanical behavior and deformation for retaining structure of foundation pit with excavating process. In order to reaveal the deformation and internal force of surport structure, spatial nonlinear finite element analysis is carried out in which the excavation process is considered. Ciritical parameters are discussed in detail. The analytical results show that the investigation of simulation of excavation process is necessary in such complex problem.

Key words: retaining structure, deep foundation pit, three-dementional finite element, influential factor

CLC Number: 

  • TU 432
  • 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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