中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
A new method for the stability analysis of geosynthetic-reinforced slopes

文献类型:期刊论文

作者SONG Fei, CHEN Ru-yi, MA Li-qiu, CAO Geng-ren
刊名Journal of Mountain Science
出版日期2016-11
卷号13期号:11页码:2069-2078
ISSN号1672-6316
关键词Reinforced slope Stability analysis Limit equilibrium General limit equilibrium method Centrifuge model test
通讯作者MA Li-qiu
英文摘要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.
收录类别SCI
语种英语
源URL[http://ir.imde.ac.cn/handle/131551/17621]  
专题成都山地灾害与环境研究所_Journal of Mountain Science _Journal of Mountain Science-2016_Vol13 No.11
推荐引用方式
GB/T 7714
SONG Fei, CHEN Ru-yi, MA Li-qiu, CAO Geng-ren. A new method for the stability analysis of geosynthetic-reinforced slopes[J]. Journal of Mountain Science,2016,13(11):2069-2078.
APA SONG Fei, CHEN Ru-yi, MA Li-qiu, CAO Geng-ren.(2016).A new method for the stability analysis of geosynthetic-reinforced slopes.Journal of Mountain Science,13(11),2069-2078.
MLA SONG Fei, CHEN Ru-yi, MA Li-qiu, CAO Geng-ren."A new method for the stability analysis of geosynthetic-reinforced slopes".Journal of Mountain Science 13.11(2016):2069-2078.

入库方式: OAI收割

来源:成都山地灾害与环境研究所

浏览0
下载0
收藏0
其他版本

除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。