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Design and stability analysis of reinforced high rock slopes
Authors:FENG Yu-bo  LI Nai-yuan  CHI Yan-zhi  LIU Xiao-bin
Institution: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
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.
Keywords:fast Lagrangian analysis for continuum FLAC  rock high slope  stability analysis  plantback  
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