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《Shanxi Architecture》 2013-10
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On analysis of deformation inspection at enclosure walls of deep foundation pits at subway station in Fenghuang Avenue

XU Jing1 HE Ning2(1.Jiangsu Zhonghe Architectural Design Co.,Ltd,Nanjing 210009,China; 2.Nanjing Subway Construction Co.,Ltd,Nanjing 210017,China)  
The paper provides the inspection scheme for the support structure of the deep foundation pits at the subway station along Fenghuang Avenue,makes the inspection programs,the monitoring point arrangement,and the inspection frequency,analyzes the deformation law for the enclosure wall according to the completed inspection results,and proves by the result that the inspection scheme of the enclosure wall is reasonable the deformation of the wall tends to develop towards the inside of pits with the shape of bow,and the deformation volume increases along with the deepening excavation,and the deformation volume of the wall is related to the stiffness of the internal support and the length of the walls.
【CateGory Index】: U231.4
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【Citations】
Chinese Journal Full-text Database 2 Hits
1 ZHANG Hui-dong,LIU Zhong (Central Research Institute of Building and Construction of MCC Group,Beijing 100088,China);Case study of informative construction in deep excavation of subway stations[J];Chinese Journal of Geotechnical Engineering;2008-S1
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【Co-citations】
Chinese Journal Full-text Database 1 Hits
1 HE Wei,PAN Xing-yu,ZHANG Jun,FU Hong-yuan(Changsha University of Science & Technology,Changsha 410114,China);Monitoring and environmental impact analysis of deep excavation of subway stations in river islands[J];Chinese Journal of Geotechnical Engineering;2013-S1
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