›› 2006, Vol. 27 ›› Issue (2): 317-322.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Foundation pit supporting design and supervision of Xiaoguweidao metro station in Guangzhou

AN Guan-feng1,2, SONG Er-xiang1, GAO Jun-yue2   

  1. 1. Department of Civil Engineering Tsinghua University, Beijing 100084, China; 2. Guangzhou Municipal Construction Company, Guangzhou 510030, China
  • Received:2004-06-16 Online:2006-02-10 Published:2013-10-25

Abstract: The wholesome soil nail wall is designed for the Xiaoguweidao metro station while part foundation segment is reinforced with steel pipe. Furthermore, the design of bored cast-in-place pile with prestressed interior support is taken for the shield work station and turning-back station. The theoretical calculation of foundation design is carried out with Lizheng software, the results prove that the foundation is safe. The supervision design is put forward in order to guarantee the foundation safety; supervised results. are analyzed It is obvious that the experience is worth for reference in the similar case.

Key words: foundation pit design, soil nail, foundation pit supervision

CLC Number: 

  • TU 473
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
[1] GUO Hong-xian, ZHOU Ding. Discussion on stability of soil nailing in excavation in soft clay [J]. Rock and Soil Mechanics, 2018, 39(S2): 398-404.
[2] HONG Cheng-yu, LIU Zi-xiong, ZHANG Meng-xi, ZHOU Qi, . Effect of grouting pressure and overburden pressure on pullout resistance of soil nails [J]. , 2017, 38(S2): 317-322.
[3] LI Lian-xiang, HU Feng, HU Xue-bo, ZHANG Jia-mian,. Development and application of new type of assembly recyclable soil nailing for foundation pit engineering [J]. , 2017, 38(S1): 113-122.
[4] ZHANG Yuan, DONG Jian-hua, DONG Xu-guang, WANG Yong-sheng, . Analysis of freezing and thawing of slope improved by soil nailing structure in seasonal frozen soil region [J]. , 2017, 38(2): 574-582.
[5] ZHANG Ga, JIN Hong-liu. Failure behavior of soil nailing-reinforced slopes under drawdown conditions [J]. , 2016, 37(S2): 137-143.
[6] ZHOU Yong, WANG Zheng-zhen, . Improvement of internal stability analysis method of soil nailing wall [J]. , 2016, 37(S2): 356-362.
[7] LIU Yan , LIU Jun-yan , ZHENG Quan-ming , MA Gui-ning,. Model test study of synergistic effect of anchor composite soil nailing [J]. , 2016, 37(S1): 462-468.
[8] WANG Jian-hua,LI Jiang-teng,LIAO Jun, . Several issues on the soil nailing wall combined with row piles in bracing the deep foundation pits of open cut tunnel [J]. , 2016, 37(4): 1109-1117.
[9] LI Lian-xiang , WANG Chun-hua , ZHOU Ting-ting , HU Xue-bo , ZHANG Shu-long , . Impact of position of micro pile on mechanical behaviors of composite soil nailing wall curtain [J]. , 2015, 36(S1): 501-505.
[10] ZHANG Guang-xing,GUAN Lin-bo. Effects of grouting on mechanical properties of soil nailing [J]. , 2014, 35(S2): 135-141.
[11] QIN Hui-lai ,ZHOU Tong-he ,GUO Yuan-cheng ,DU Chao,. Study of basal bearing capacity for soil nailing walls [J]. , 2014, 35(S2): 393-397.
[12] SHAN Ren-liang , DONG Hong-guo , WEI Long-fei , WEI Wen-kang , Lü Jin-yang,. FLAC3D simulation of horizontal displacement and axial force of soil nailing in silty sand soil nailing wall [J]. , 2014, 35(S2): 565-571.
[13] WU Jiu-jiang ,CHENG Qian-gong ,MENG Xiang-long , . Behavior of a high steep loess slope strengthened by combination system of soil nails and stabilization piles [J]. , 2014, 35(7): 2029-2040.
[14] ZHANG Yu-cheng ,YANG Guang-hua ,WU Shu-jie ,YAO Li-na ,ZHONG ZHi-hui,. Discussion on relationship between deformation and stability of soil nailing structure [J]. , 2014, 35(1): 238-247.
[15] WEI Huan-wei ,ZHANG Yong,. Study of working mechanism of composite supporting structure with underpinning piles and soil nailing [J]. , 2013, 34(S2): 278-284.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] DONG Cheng, ZHENG Ying-ren, CHEN Xin-ying, TANG Xiao-song. Research on composite support pattern of soil nails and prestressed anchors in deep foundation pits[J]. , 2009, 30(12): 3793 -3796 .
[2] REN Song, JIANG De-yi, YANG Chun-he, TENG Hong-wei. Creep tests on shale of cracking position in Gonghe tunnel and simulating it by DEM[J]. , 2010, 31(2): 416 -421 .
[3] WANG Ling,SHEN Shui-long,BAI Yun,PENG Shao-jie. Characteristics of strength increase of cement treated Shanghai clayey soils[J]. , 2010, 31(3): 743 -747 .
[4] GAO Zhi-hua,LAI Yuan-ming,XIONG Er-gang,LI Bo. Experimental study of characteristics of warm and ice-rich frozen clay under cyclic loading[J]. , 2010, 31(6): 1744 -1751 .
[5] SHEN Yin-bin, ZHU Da-yong, WANG Peng-cheng, YAO Hua-yan. Critical slip field of slopes based on numerical stress field[J]. , 2010, 31(S1): 419 -423 .
[6] CHEN Xiang-hao,DENG Jian-hui,CHEN Ke-wen,ZHENG Jun,MENG Fan-li,XU Liang. Stress monitoring and analysis of gravelly soil corewall in high rockfill dam during construction[J]. , 2011, 32(4): 1083 -1088 .
[7] CAO Guang-xu, SONG Er-xiang, XU Ming. Simplified calculation methods of post-construction settlement of high-fill foundation in mountain airport[J]. , 2011, 32(S1): 1 -5 .
[8] LIU Hua-li , ZHU Da-yong , QIAN Qi-hu , LI Hong-wei. Analysis of three-dimensional end effects of slopes[J]. , 2011, 32(6): 1905 -1909 .
[9] XUE Yi-guo1, 2, LI Shu-cai , SU Mao-xin , LI Shu-chen , ZHANG Qing-song , ZHAO Yan , LI Wei-teng. Study of geological prediction implementation method in tunnel construction[J]. , 2011, 32(8): 2416 -2422 .
[10] LIU Nian-ping , WANG Hong-tu , YUAN Zhi-gang , LIU Jing-cheng. Fisher discriminant analysis model of sand liquefaction and its application[J]. , 2012, 33(2): 554 -557 .