The causes for slightly toppling due to excavation were analyzed and appropriate stabilization measures proposed.The field monitoring data show that the rock slope was stable after treatment.

• 研究了施工过程中岩体发生轻微倾倒变形的原因，并提出了相应的加固处理方案，通过现场监测证明处理后边坡岩体是稳定的。