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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