›› 2002, Vol. 23 ›› Issue (6): 709-713.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Analysis on influence of anisotropic damage on bearing capacity of foundations

SUN Hong1 , ZHAO Xi-hong2 , GE Xiu-run1   

  1. 1. School of Civil Engineering and Mechanics, Shanghai Jiaotong University, Shanghai 200030, China; 2. Tongji University, Shanghai 200092, China
  • Received:2001-09-10 Online:2002-12-10 Published:2016-09-04

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Abstract: The solution of slip line for evaluating the ultimate load influenced by anisotropic damage is derived under plane strain condition. The field of slip line is drawn. Finally, the influence of anisotropic damage on bearing capacity of shallow foundation is studied. With isotropic consolidation clay, bearing capacity factor Nq reduces with the increase in damage accumulation, until it may be a minimum value.

Key words: soft soil, anisotropic, damage, plane strain, slip line, ultimate load, bearing capacity

CLC Number: 

  • TU43
  • 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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