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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 a gray field dam, the rational calculation parameters and calculation conditions are selected to analyze the anti-sliding stability of the corresponding dam slopes. The results show that it is feasible Of the slope stability and slope slope can meet the regulatory requirements.