摘要
通过办公楼基础所产生变形的机理分析,采用注浆加固方法,取得了预期的效果。
Through analysis on the deformation of the office building foundation, a grouting reinforcement method is adopted and the expected result is obtained.
出处
《有色冶金设计与研究》
2005年第3期34-36,43,共4页
Nonferrous Metals Engineering & Research
关键词
不均匀沉降
加固
注浆
differential settlement, reinforcement
grouting
