›› 2006, Vol. 27 ›› Issue (S1): 958-960.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Design and stability analysis of reinforced high rock slopes

FENG Yu-bo1，LI Nai-yuan2，CHI Yan-zhi3，LIU Xiao-bin4   

  1. 1. Jiaonan Administrater Department of Civil Engineering, Jiaonan 266400, China；2. Jiaonan Administrater Department of Quality of Civil Engineering, Jiaonan 266400, China；3. Jiaonan Civil Administrater Department, Jiaonan 266400, China；4. Shandong University of Science and Technology, Taian 271019, China
  • Received:2006-07-15 Published:2006-12-15

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Abstract: The design of reinforced high rock slope is made by analyzing its stability. The detailed programme is to utilize combined anchor and concrete. And the design is proved to be efficient with finite difference method. The finite difference model of the reinforced slope is created. The slide face disappears after reinforcing; and the stability coefficient meets the safe rule. The whole slope is stable. The method and conclusion are efficient to actual slope engineering and design.

Key words: fast Lagrangian analysis for continuum FLAC, rock high slope, stability analysis, plantback

CLC Number: 

  • O 241
  • 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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