摘要
某商业广场深基坑支护采用人工挖孔、排桩加锚杆及钢支撑联合支护结构形式。文章较详细地介绍了本次监测项目、运用的监测装备及其监测进程,并对支护桩水平位移、桩身内力、桩侧土压力及孔隙水压力的监测数据进行了科学分析。
The retaining structure of deep foundation pit of some business plaza has adopted the combination of manual excavation, anchor bracing and steel-pipes supporting structure. It has amply introduced the monitoring programs, the monitoring equipment being used and the monitoring process, and has also scientifically analyzed the monitoring data of the displacement of retaining piles in level, the internal force of piles, soil pressure on sides of piles as well as pore water pressure in this paper.
出处
《矿产与地质》
2007年第5期576-579,共4页
Mineral Resources and Geology
基金
广州市建设科技发展基金(9824)项目资助
关键词
深基坑
复合支护结构
监测分析
deep foundation pit, combined retaining structures, monitoring analysis
