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    王连捷, 周春景, 吴珍汉, 廖怀军, 孙东生, 王薇. 用有限元极限平衡法分析边坡的稳定性[J]. 中国地质, 2008, 35(5): 1031-1036.
    引用本文: 王连捷, 周春景, 吴珍汉, 廖怀军, 孙东生, 王薇. 用有限元极限平衡法分析边坡的稳定性[J]. 中国地质, 2008, 35(5): 1031-1036.
    WANG Lian-jie, ZHOU Chun-jing, WU Zhen-han, LIAO Huai-jun, SUN Dong-sheng, WANG Wei. Slope stability analysis by the limit equilibrium method based on the finite element method[J]. GEOLOGY IN CHINA, 2008, 35(5): 1031-1036.
    Citation: WANG Lian-jie, ZHOU Chun-jing, WU Zhen-han, LIAO Huai-jun, SUN Dong-sheng, WANG Wei. Slope stability analysis by the limit equilibrium method based on the finite element method[J]. GEOLOGY IN CHINA, 2008, 35(5): 1031-1036.

    用有限元极限平衡法分析边坡的稳定性

    Slope stability analysis by the limit equilibrium method based on the finite element method

    • 摘要: 提要:用有限元分析为基础的极限平衡法计算了边坡安全系数,并将结果与摩尔-库仑屈服准则、外接圆D-P屈服准则强度折减法得到的结果、以及Spencer(极限平衡)法的结果进行了比较,结果表明,有限元极限平衡法计算的边坡安全系数与摩尔-库仑屈服准则强度折减法和Spencer法的结果很一致,而D-P准则强度折减法得到的结果偏差较大。叙述了存在已知滑动面和不存在滑动面时有限元极限平衡法的计算方法。用大型通用有限元软件,如ANSYS等,可方便地进行这种方法的边坡安全系数的计算,并有足够的精度。

       

      Abstract: Abstract:The safety factor of slope is calculated by using the limit equilibrium method based on the finite element analysis (LEMFEA). The results are compared with the results of the strength reduction of the Mohr-Coulomb criterion and circumscribed circle D-P criterion and results of the Spencer method. The comparison shows that the safety factor calculated by LEMFEA is in good agreement with those calculated by the strength reduction of the Mohr-Coulomb criterion Spencer method but is significantly deviated from the result obtained by the strength reduction of the D-P criterion. The calculation method of LEMFEA is described for the existence of the known sliding surface and non-existence of the sliding surface. Large-scale general finite element softwares, such as ANSYS, are used;therefore the calculation of the slope safety factor with this method may be performed easily and has a enough accuracy.

       

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