›› 2003, Vol. 24 ›› Issue (5): 733-738.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Plastic limit analysis of slope stability using finite element

WANG Han-hui, WANG Jun-xing ,WANG Kai-zhi   

  1. School of Water Resources and Hydropower,Wuhan University, Wuhan 430072， China
  • Received:2002-05-14 Online:2003-10-10 Published:2014-08-19

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Abstract: The theory and method of the plastic limit analysis have been introduced systematically; by using the finite element methods and linear programming, the lower limit method can evaluate the bearing capacity and the safety factor of the rock-soil slope .The example shows the correctness and the high precision of this method; meanwhile, its difficulty has been analyzed.

Key words: joint, plastic limit analysis, lower limit method, safety factor

CLC Number: 

  • U 416
  • 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.
  • 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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