摘要
就框架结构的地基不均匀沉降，针对场地条件的限制采用托换法加固地基基础，加固后的沉降观测结果表明该加固方案的加固处理效果良好。
The uneven settlement of the ground of the frame structure was investigated in this paper. The bracket-change method was adopted to consolidate the ground foundation, The observation on the settlement result shows that this reinforcement method is effective and practical.
出处
《建筑技术开发》
2006年第10期75-76,82,共3页
Building Technology Development
关键词
地基
不均匀沉降
托换法加固
Ground
Ueven settlement
Reinforcement of bracket-change method
