节点文献
厦门某商城基坑边坡失稳事故分析与治理
Accident Analysis and Treatment of Instable Slop of a Foundation Pit on a Shopping Centre in Xiamen
【Author】 HUANG Jian-nan~1,ZOU Yan-hong~2,HUANG Qing-he~2 (1.College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100022,China;2.Xiamen Institute of Geological Investigation,Xiamen 361008,China)
【机构】 北京工业大学建工学院; 厦门地质工程勘察院;
【摘要】 介绍了厦门某商城基坑边坡支护简况,描述基坑边坡在同一坡段产生的2次滑坡及对工程桩产生的影响,并进行了原因分析,同时介绍了事故的处理措施,其工程经验对软土地区基坑设计与施工有一定的参考价值。
【Abstract】 This paper introduced supporting profiles of a foundation pit side slop on a shopping centre in Xiamen, it described the two landslide produced in the same slope section and the influence on the project pile,and the reasons for analysis at the same time introduced the measure for handling this case.Its project experience has a certain reference value for the soft soil area foundation pit design and the construction.
- 【会议录名称】 中国岩石力学与工程实例第一届学术会议论文集
- 【会议名称】中国岩石力学与工程实例第一届学术会议
- 【会议时间】2007-12-15
- 【会议地点】中国海南三亚
- 【分类号】TU476
- 【主办单位】中国岩石力学与工程学会工程实例专业委员会