摘要
通过对济南省会文化中心配套高层深基坑支护结构土压力实测结果的分析,得出深基坑工程开挖施工过程中,作用于基坑支护结构上的土压力呈现出三种基本变化规律,对此区域相似工程的设计和施工有重要意义。
Through the analysis on pressure monitoring results of Jinan provincial cultural center ancillary high-rise deep foundation pit supporting structure, gained three basic changes law of earth pressure acting on foundation pit supporting structure in deep foundation pit engineering excavation process, had important significance for design and construction of similar engineering in this area.
出处
《山西建筑》
2013年第7期68-70,共3页
Shanxi Architecture
关键词
深基坑
支护
监测
土压力
deep foundation pit
supporting
monitoring
soil pressure