›› 2004, Vol. 25 ›› Issue (2): 261-265.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Analytical solution to cavity expansion in strain-softening soils with Tesca yield criterion and its applications

LIANG Fa-yun, CHEN Long-zhu   

  1. Institute of Disaster Prevention, School of Civil Engineering and Mechanics, Shanghai Jiaotong University, Shanghai 200030, China
  • Received:2002-11-14 Online:2004-02-10 Published:2014-07-15

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Abstract: Based on conventional experiment results, a simplified constitutive model is given to simulate the strain-softening and shear dilating characters of soils. By using elastoplastic theory and volume-balance equation, an analytical solution to cavity expansion of saturated clays is established with Tresca yield criterion. The regularities of cavity expansion in saturated clays are analyzed under undrained condition. The results have practical significances for analyzing engineering problems such as static piling in clays.

Key words: shear dilation, strain-softening, Tresca yield criterion, cavity expansion, saturated clays

CLC Number: 

  • TU 473
  • 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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