深基坑支护水平位移超警戒后的加固实践
Guangdong Architecture Civil Engineering(2006)
Abstract
介绍广州某深基坑工程开挖后支护结构局部水平位移超出警戒值,于是根据不同时期的支护结构水平位移情况,分别采用回填反压、泄水减压和结构加固等不同方法进行处理,效果良好,保证了基坑施工的安全。
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