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以阜新海州露天矿边坡为例 ,在弱层流变试验的基础上 ,依据其长期强度的时间效应 ,对该处边坡进行了稳定性动态评价 ,探讨了该类型边坡失稳预测的方法。
Taking the slope of Fuxin Haizhou open pit as an example, based on the weak layer rheological test, the stability of the slope is evaluated based on the time effect of its long-term strength. The prediction of slope instability is discussed Methods.