›› 2002, Vol. 23 ›› Issue (6): 714-716.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Stability analysis of simple slopes

LIU Jie，ZHANG Xue-sheng，CHU Shi-hong   

  1. School of Constructional of Civil Engineering ,Tianjin University, Tianjin 300072， China
  • Received:2001-09-10 Online:2002-12-10 Published:2016-09-04

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Abstract: A new method is put forward to analyze the stability of slopes; the action between the soil spencer is supposed to be pararrel to the bottom but does not equal. The safety factor can be got with the consideration of equilibrium conditions and the principle of strength failure. Examples show that it is a sensible and effective method of slope stability analysis.

Key words: slope stability, spencer, safety factor

CLC Number: 

  • TU 441
  • 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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