阳泉市洪城河 1 3号居民住宅楼近东西走向 ,因地基不均匀沉降 ,整体向南倾斜 ,倾斜率达 1 2 %。基于对地基土、基础和上部结构特征的分析 ,采用了楼房北侧基础下水平孔掏土纠偏 ,南侧灌注桩加固的综合治理方法 ,纠偏治理效果极其理想。 The residential buildings of No. 1 3 of Hongcheng River in Yangquan City are near the east-west direction. Due to the uneven settlement of the foundation, the whole area is tilted to the south with an inclination of 12%. Based on the analysis of the characteristics of foundation soil, foundations and superstructures, a comprehensive treatment method was adopted for the correction of bauxite in the horizontal hole under the foundation of the north side of the building and reinforcement of the reinforcement piles in the south side. The effect of correction and rectification was extremely satisfactory.