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针对岩石边坡可能沿不利结构面滑动而导致边坡失稳 ,采用动态设计施工模式 ,通过探测结构面位置及分布情况 ,分析边坡岩体的稳定性 ,采用预应力锚索加固治理岩石边坡 ,并取得成功
In view of the fact that the rock slope may slide along the unfavorable structural plane and cause the slope instability, the dynamic design and construction mode is adopted. The stability and stability of the rock mass are analyzed by detecting the position and distribution of the structural plane. Slope, and achieved success