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深基坑复合支护结构监测分析
引用本文:胡贺松,彭振斌,张玉池,郑海中.深基坑复合支护结构监测分析[J].矿产与地质,2007,21(5):576-579.
作者姓名:胡贺松  彭振斌  张玉池  郑海中
作者单位:1. 中南大学地学与环境工程学院,长沙,410083;广州市建筑科学研究院,广州,510440
2. 中南大学地学与环境工程学院,长沙,410083
3. 桂林矿产地质研究院,桂林,541004
基金项目:广东省广州市建设科技发展基金
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。

关 键 词:深基坑  复合支护结构  监测分析
文章编号:1001-5663(2007)05-0576-04
收稿时间:2007-05-06
修稿时间:2007年5月6日

Monitoring analysis on combined retaining structures of deep foundation pit
HU He-song,PENG Zhen-bin,ZHANG Yu-chi,ZHENG Hai-zhong.Monitoring analysis on combined retaining structures of deep foundation pit[J].Mineral Resources and Geology,2007,21(5):576-579.
Authors:HU He-song  PENG Zhen-bin  ZHANG Yu-chi  ZHENG Hai-zhong
Abstract: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.
Keywords:deep foundation pit  combined retaining structures  monitoring analysis
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