根据某灰场坝体的地质条件，选取合理的计算参数及计算工况，对初期坝、加高子坝进行了相应坝坡的抗滑稳定性分析，结果表明：加高子坝方案是可行的，边坡稳定性及边坡坡度均能满足规范要求。%According to the geological conditions of the slope of ash dam,computation parameter,computation condition are selected optimizingy. As the stability of the slope of the primary dam and subdam being analysed,the results show that this method is feasible technically,and stability of the slope can satisfy with the standard.
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