›› 2006, Vol. 27 ›› Issue (S1): 108-112.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Soil pressure model considering displacement and its application to actual engineering

ZHAO Jian-ping1, YU Chuang2, CHEN Guo-xing1, ZAI Jin-min1   

  1. 1. College of Civil Engineering, Nanjing University of Technology, Nanjing 210009, China; 2. Institute of Geotechnical Engineering, College of Transportation, Southeast University, Nanjing 210096, Chnia
  • Received:2006-05-27 Published:2006-12-15

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Abstract: According to the rule of soil pressure varying with displacements, a new model of calculating soil pressure is presented. Combined with the newly presented model and the interaction of ring beam and piles, a computation program is made in Matlab Language. A typical case is calculated by the program, which verifies the advantage of the method.

Key words: foundation pit, soil pressure, displacements, ring beam, finite element method

CLC Number: 

  • TU 443
  • 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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