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A new method for the stability analysis of geosynthetic-reinforced slopes 被引量:1
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作者 SONG Fei CHEN Ru-yi +1 位作者 MA Li-qiu CAO Geng-ren 《Journal of Mountain Science》 SCIE CSCD 2016年第11期2069-2078,共10页
This paper is concerned with the stability analysis of reinforced slopes.A new approach based on the limit equilibrium principle is proposed to evaluate the stability of the reinforced slopes.The effect of reinforceme... This paper is concerned with the stability analysis of reinforced slopes.A new approach based on the limit equilibrium principle is proposed to evaluate the stability of the reinforced slopes.The effect of reinforcement is modeled as an equivalent restoring force acting the bottom of the slice and added into the general limit equilibrium(GLE) method.The equations of force and moment equilibrium of the slice are derived and corresponding iterative solution methods are provided.The new method can satisfy both the force and the moment equilibrium and be applicable to the critical failure surface of arbitrary form.Furthermore,the results predicted by the proposed method are compared with the calculation examples of other researchers and the centrifuge model test results to validate its correctness and effectiveness. 展开更多
关键词 Reinforced slope Stability analysis limit equilibrium general limit equilibrium method Centrifuge model test
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