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紧邻地铁基坑支护工程设计
引用本文:王建华,吴厚信,周宏益,左新明.紧邻地铁基坑支护工程设计[J].探矿工程,2011,38(11):71-75.
作者姓名:王建华  吴厚信  周宏益  左新明
作者单位:[1]中国地质科学院勘探技术研究所,河北廊坊065000 [2]广东省地质建设工程勘察院,广东广州510080 [3]广东省物料实验检测中心,广东广州510080 [4]河北省地矿局国土资源勘查中心,河北石家庄050081
摘    要:紧邻地铁基坑支护必须确保地铁运营的安全,具有难度大、支护安全储备高的特点。结合广州市林和村改建项目A地块临近地铁基坑支护工程实例,通过三维数值分析计算,基坑位移、稳定性均可满足设计要求。并对薄弱点进行加强监测。最后通过实测值复核计算值,实测值基本控制在计算值范围内。

关 键 词:深基坑工程  基坑支护  内支撑支护
收稿时间:2011/7/21 0:00:00
修稿时间:2011/11/6 0:00:00

Design of Foundation Pit Support Project Close to the Subway
WANG Jian-hu,WU Hou-xin,ZHOU Hong-yi and ZUO Xin-ming.Design of Foundation Pit Support Project Close to the Subway[J].Exploration Engineering(Drilling & Tunneling),2011,38(11):71-75.
Authors:WANG Jian-hu  WU Hou-xin  ZHOU Hong-yi and ZUO Xin-ming
Institution:1.The Institute of Exploration Techniques,CAGS,Langfang Hebei 065000,China;2.Guangdong Geological Engineering Investigation Institute,Guangzhou Guangdong 510080,China;3.Guangdong Province Material Testing Center,Guangzhou Guangdong 510080,China;4.The Center of Land and Recourse Exploration,Hebei Bureau of Geology and Mineral Exploration,Shijiazhuang Hebei 050081,China)
Abstract:The safety of subway operation must be ensured in the construction of foundation pit support project close to the subway with great difficulty and high safety margin.This paper describes an engineering practice of foundation pit support close to the subway,by the three-demensional numerical analysis,the displacement and stability of the excavation met the design requirement and the weak points were mainly monitored.According to the check calculation on measured values,the measured values were controlled in the range of calculated values.
Keywords:deep foundation pit profict  foundation pit support  inside bracing 4
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