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该文采用数值分析强度折减系数法对广西天峨县红水河陀湾码头河段边坡稳定性进行分析,得出该边坡在荷载作用下安全系数处于临界状态,最终评价边坡的安全性。
In this paper, the numerical analysis of strength reduction coefficient method is used to analyze the stability of slope at the section of Hongshuihe Tuowan dock in Tian’e County, Guangxi Province. It is concluded that the safety factor of the slope under the load is in a critical state, safety.