›› 2004, Vol. 25 ›› Issue (1): 121-124.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Space analysis of retaining structures for foundation pits

LU Pei-yi 1, LI Shao-zhong2, GU Xiao-lu1   

  1. 1. School of Constructional Engineering, Tianjin Univ., Tianjin 300072, China; 2. School of management, Tianjin Univ., Tianjin 300072, China
  • Received:2002-10-20 Online:2004-01-10 Published:2014-07-15

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Abstract: The method of space analysis and calculation of foundation pit’s retaining structure are discussed. The concept of space elastic-reaction method is proposed and the calculation model of space analysis is established. Space elastic-reaction method is applied for three-dimensional calculation of foundation pit’s retaining structure. Analysis is made for various kinds of factors affecting the retaining system’s internal force and deformation. Corresponding conclusions are drawn. These conclusions can be used in practical engineerings.

Key words: foundation pit, space elastic-reaction method, strut system, space analysis

CLC Number: 

  • TU433
  • 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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