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采用弹塑性有限元方法、广义楔形体法等方法对马崖高边坡稳定性现状进行了初步的分析 ,并采用正交试验方法进行了参数敏感性的分析
The elasto-plastic finite element method and the generalized wedge method were used to analyze the stability of the Maya high slope. The parameters sensitivity was analyzed by orthogonal test