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熊猫苑后山斜坡的变形破坏特征主要表现为斜坡中发生局部的开裂以及崩塌掉块。文章运用自然历史分析法和工程地质条件类比法分析了斜坡的变形破坏机理;并运用传递系数法对该斜坡的稳定性进行了定量分析和评价,得出在最不利荷载组合条件下斜坡的稳定性系数为0.94;根据该斜坡的稳定性现状,提出了清危+裂缝充填+被动防护+绿化工程的综合防治建议。
The deformation and failure characteristics of the Piedmont hilly slope are mainly manifested as local cracking and collapsing in the slope. In this paper, the deformation and failure mechanism of slopes are analyzed by natural history analysis method and engineering geological condition analogy method. The stability of the slope is quantitatively analyzed and evaluated by using the transfer coefficient method, and the stability of the slope under the most unfavorable load combination condition is obtained The sex coefficient is 0.94; According to the stability status of the slope, put forward the comprehensive prevention and cure suggestion of clear danger + crack filling + passive protection + greening project.