Combining with some engineering example,the paper compares the results of various analyzing methods on the same slope stability,indicates the reliability of adopting FLAC to calculate in the bedding rock slope,so as to provide some theoretic reference for the safety stability of the slope and provide some reference for the decision-making of the dam address selection of the hydropower stations.%结合工程实例,对比同一边坡稳定性的不同分析方法所得结果,了解了在顺层边坡中应用FLAC程序计算的可靠性,为边坡的安全稳定提供理论依据,为水电站的坝址选择提供决策依据。
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