›› 2003, Vol. 24 ›› Issue (4): 639-643.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Approximate method for analying rigid foundation-piles-soil nonlinear interaction

LOU Xiao-ming1, LIU Jian-Hang2   

  1. 1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092，China； 2. Shanghai Metro General Company, Shanghai 200031，China
  • Received:2002-04-30 Online:2003-08-11 Published:2014-08-19

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Abstract: A approximate method for analyzing rigid foundation-piles-soil nonlinear interaction is presented. Q-s curves from static load tests is applied to nonlinear load-settlement relation of pile or soil itself unit. The nonlinear property and linear elastic interaction between two units can be simultaneously computed by iterative method. The analysis of numerical examples show that the suggested method is simple, convenient and efficient.

Key words: interaction, iterative method, static load test, nonlinear property

CLC Number: 

  • TU 4
  • 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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