›› 2002, Vol. 23 ›› Issue (6): 750-753.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Researches on inserting depth of retaining structure determined by elastic-resistance method

LU Pei-yi ，LIU Chang   

  1. School of Constructional Engineering, Tianjin University, Tianjin 300072，China
  • Received:2001-10-25 Online:2002-12-10 Published:2016-09-04

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Abstract: An elastoplastic assumption is introduced in calculating passive soil resistance on retaining structure. The problem of determining inserting depth of retaining structure is solved by using elastic-resistance method. Comparing with practical engineering, theory obtained from this method is perfectly proved.

Key words: elastic-resistance method , inserting depth, elastoplasticity, passive soil resistance

CLC Number: 

  • TU 433
  • 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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