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《Chinese Journal of Underground Space and Engineering》 2006-04
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Application of the Anchor-pile Retaining Structure in the Large Foundation Pit

XU Yong,YANG Ting,WANG Xin-lian(Nanjing Municipal Design and Research Institute Co.,Ltd,Nanjing 210008,China)  
Using the anchor-pile structure,the problem of the retaining for the foundation near the railway station is resolved.This article introduced in detail the design for the anchor-pile structure of the foundation pit of the underground park of Nanjing Railway station and indicated some questions in the practical use of this retaining structure.
【CateGory Index】: TU753
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【References】
Chinese Journal Full-text Database 2 Hits
1 GUO Yin1,ZHAO Gang1,SUN Yuan-di1,GUO Yong-fu2,BAO Zhao-jie1,LI Jun-jie1,XIE Fang1(1.China Institute of Geotechnical Investigation and Surveying Co.,Ltd,Beijing 100007,China;2.Beijing Urban Construction Road & Bridge Group Co.,Ltd,Beijing 100124,China);Test Study on the Internal Force and Deformation for Anchored Bracing Pile[J];Chinese Journal of Underground Space and Engineering;2009-05
2 WEI Jun-shan1 WANG Xiao2 TAN Jun2 ZHANG Jing-jing2(1.Xuzhou Geotechnical Engineering Company,CUMT,Xuzhou Jiangsu 221008 China;2.College of Mineral Resource and Geoscience,CUMT,Xuzhou Jiangsu 221008 China);Application of the Anchor-Pile Retaining Structure in the Foundation Pit Design[J];Jiangsu Construction;2008-01
【Citations】
Chinese Journal Full-text Database 2 Hits
1 ZHANG Jinmin et al;Experimental Study on Soil Stress of Holding Sheet for Supporting System of Pile[J];Underground Space;2002-01
2 Zhang Qinxi Huo Da(Architecture Engineering College, Beijing Polytechnic University Beijing 100022) Yin Yicheng Wang Shengbin(The 3rd Engineering Co.,Ltd.of No.18 Engineering Bureau for Railway Construction Co.of China Zhuozhou 072750);THE FAILURE MODELS OF ANCHOR-PILE RETAINING STRUCTURES AND CASE ANALYSIS[J];Industrial Construction;2002-06
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 XU Yi-he(School of Architecture & Civil Engineering,Yangzhou University,Yangzhou 225009,China);Analysis on the pit excavation and supporting technology[J];Building Science Research of Sichuan;2005-06
2 LIU Hui1,CAI Meifeng1,ZHU Yanpeng2(1.Beijing University of Science and Technology,Beijing 100083,China;2.School of Civil Engineering,Lanzhou Univ.of Tech.,Lanzhou 730050,China);FLAC~(2D)-based numerical analysis on the design of retaining about deep excavation[J];Sichuan Building Science;2008-02
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6 ZHANG Jinmin et al;Experimental Study on Soil Stress of Holding Sheet for Supporting System of Pile[J];Underground Space;2002-01
7 GONG Quan-mei etal;Research cn Lateral Earth Pressuer of Cofferdam Bracing Structure Using Reinforced Piles[J];Underground Space;2002-02
8 WANG Li-ming~1 , GAO Guang-yun~1 , GUO Yuan-cheng~2 (1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092; 2. School of Civil Engineering, Zhengzhou University, Zhengzhou 450002);Calculation on Horizontal Displacement of Single Fulcrum Pile-anchor Retaining Structure[J];;2005-04
9 SHEN Jian , WANG Jian-hua , GAO Shao-wu (Department of Civil Engineering, Shanghai JiaoTong University, Shanghai 200230, China);3-D Analysis Method of Retaining Structure of Deep Excavation Based on "M" Method[J];;2005-04
10 PAN Yao-min (Fujian Academy of Building Science,Fuzhou 350025,China);Application of the Support System Comprising Soil-cement Colums and Anchors in Excavation[J];Chinese Journal of Underground Space and Engineering;2005-05
China Proceedings of conference Full-text Database 1 Hits
1 Wang Lei Zhao Fasuo Wang Yanting (School of Geological Engineering and Surveying Engineering, Chang'an University, Xi'an 710054);STUDY ON THE OPTIMIZATION DESIGN TO FORCE OF ANCHOR BASED ON THE LOWEST ENGINEERING COST OF THE ANCHOR ANTI-SLIDE PILE[A];[C];2006
【Secondary Citations】
Chinese Journal Full-text Database 1 Hits
1 Zhang Qinxi Huo Da(Beijing Polytechnic University\ Beijing\ 100022) Wang Beihe(Beijing Haikai Real Estate Group Co. Beijing\ 100080);A METHOD OF DESIGNING SOIL-NAILING WALL BASED ON SLIDING SPHENOID-MASS LIMIT ANALYSIS[J];Industrial Construction;2002-02
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