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	广州五山路地铁车站深基坑支护与监测分析
	安关峰 ; 高峻岳 ; An Guanfeng ; Gao Junyue
	2010-06-07 ; 2010-06-07
关键词	基坑 支护设计 基坑监测 deep excavation retaining design deep excavation monitoring under its construction U231.4
其他题名	ANALYSIS OF DEEP EXCAVATION RETAINING DESIGN AND ITS CONSTRUCTION MONITORING FOR THE WUSHAN METRO STATION
中文摘要	广州五山路地铁车站深基坑(17.7m)周边毗邻基础较差的天然地基多层民宅和交通流量较大的岳洲路,为确保基坑施工安全,采用地下连续墙加多道钢管内支撑支护方案。在施工过程中对基坑施工进行了详细监测,取得了丰富的监测数据,并依据监测进行施工调整,可供类似工程借鉴。; The deep excavation of Wushan Metro Station is near multi-story apartments with natural foundation and Yuezhou Road with heavy traffic.Considering the high jetting mixing pile for water-proofing of foundation,the foundation with 17.7m depth is designed for using diaphragm wall with multi-story support.The deep excavation monitoring is done during its construction in detail,and a lot of monitoring data are obtained while the construction lessons are given.The experience is worth considering in similar cases.
语种	中文 ; 中文
内容类型	期刊论文
源URL	[http://hdl.handle.net/123456789/47435]
专题	清华大学
推荐引用方式 GB/T 7714	安关峰,高峻岳,An Guanfeng,等. 广州五山路地铁车站深基坑支护与监测分析[J],2010, 2010.
APA	安关峰,高峻岳,An Guanfeng,&Gao Junyue.(2010).广州五山路地铁车站深基坑支护与监测分析..
MLA	安关峰,et al."广州五山路地铁车站深基坑支护与监测分析".(2010).

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