永久船闸高边坡稳定性问题一直为各方所关注 ,本文利用大量监测资料和测试成果对边坡变形现状 ,开挖结束后的变形趋势 ,岩体卸荷带特征及时效变形等几个方面进行了详细分析 ,并对施工期后边坡岩体的变形与稳定过程 ,以及卸荷带对边坡稳定性的影响等做了预测和评价。 The stability of the high slope of permanent shiplock has always been the concern of all parties. In this paper, a large number of monitoring data and test results are used to analyze the status of slope deformation, the deformation trend after excavation, the characteristics of unloading zone and the aging deformation Carried out a detailed analysis and prediction and evaluation of the deformation and stability of slope rock mass after the construction period as well as the influence of the unloading belt on the slope stability.