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Based on the Finite Element Limit Equilibrium Method Analyze Earth-Rock Dam Slope Stability

机译:基于有限元极限平衡法分析地球岩石坝坡稳定性

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Based on finite element limit equilibrium method, taking a core embankment dam construction period as the research object and studying on the dam slope stability. Combined with SIGMA/W and SLOP/W module, at first analyze the finite element stress with SIGMA/W module, then, the results are imported into the SLOP/W module to calculate the slope stability factor, and compared with the results of using rigid limit equilibrium method. The results show: There is a small difference in slope stability factor in these two methods. Finite element limit equilibrium method can be applied to earth - rock dam slope stability analysis and researches have some reference significance for practical engineering slope stability.
机译:基于有限元限制平衡法,采用核心堤坝施工时期作为研究对象及坝坡稳定性研究。结合Sigma / W和Slop / W模块,首先将有限元应力与Sigma / W模块进行分析,然后,结果导入斜坡/ W模块以计算斜率稳定性因子,并与使用结果进行比较刚性极限平衡法。结果表明:这两种方法中的边坡稳定性因子差异很小。有限元限制平衡方法可应用于地球岩石坝坡稳定性分析和研究对实际工程边坡稳定性具有一些参考意义。

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