›› 2004, Vol. 25 ›› Issue (1): 69-72.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Seepage effects on soil slope stability

GAO Xiao-yu, LIAO Hong-jian, DING Chun-hua   

  1. Xi’an Jiaotong University, Xi’an 710049, China
  • Received:2002-09-09 Online:2004-01-10 Published:2014-07-15

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Abstract: According to Biot’s consolidation theory and pore water continuous principle, the basic seepage field’s and stress field’s finite element equations and boundary condition are established respectively. By Galerkin theory and pore water pressure, differential coefficient equations are discrelc distributed on space and time domains, then the coupling finite element equations of the seepage field and stress field are established. The conclusions can be of some base for further research and reference value for prevention and cure on slope engineering.

Key words: stress field, seepage field, coupling, slope, stability

CLC Number: 

  • TD 824.7
  • 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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