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Volume 36 Issue zk2
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CHEN Shao-ping, FENG Cheng, CHEN Wen-hua. Anchor pipe support for excavations in coastal sand foundation[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 216-221. DOI: 10.11779/CJGE2014S2036
Citation: CHEN Shao-ping, FENG Cheng, CHEN Wen-hua. Anchor pipe support for excavations in coastal sand foundation[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 216-221. DOI: 10.11779/CJGE2014S2036
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Anchor pipe support for excavations in coastal sand foundation

  • 1. Wuhan Geological Survey Basic Engineering Co., Ltd., Wuhan 430072, China;
    2.Wuhan Geological Survey Basic Engineering Co., Ltd., Zhuhai Branch, Zhuhai 519075, China

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  • Received Date: July 27, 2014
  • Published Date: July 27, 2014
    Graphical Abstract
    • Abstract
  • The project is located in the business centre of the city. The soil of foundation pit is strongly permeable sand layer and connected with the seawater. The field land is narrow, and the surroundings are nervous. The ultra-deep excavation requires to control the deformation and effective waterproof in coastal deep sand foundation. The additional load near the pile foundation constructed in the city center is calculated using the method of stratified frictional resistance. The frictional resistance of the pile is translated into the layered additional load. The supporting structure using pile anchor type and anchor pipe is used successfully in alluvial sand excavations. The construction process is simple and the quality is reliable, and the disturbance is small.
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    • References (5)
  • [1]
    肖武权, 冷伍明. 深基坑支护机构设计的优化方法[J]. 岩土力学, 2007, 28(6): 1202-1211. (XIAO Wu-quan, LENG Wu-ming. Optimization ethod of deep foundation pit supporting mechanism design[J]. Rock and Soil Mechanics, 2007, 28(6): 1202-1211. (in Chinese))
    [2]
    楼晓明, 洪毓康, 陈强华. 群桩基础地基中的竖向附加应力性状研究[J]. 岩土工程学报, 1996, 18(4): 21-26. (LOU Xiao-ming, HONG Yukang, CHEN Qiang-hua. The vertical additional stress traits research on group pile foundation[J]. Chinese Journal of Geotechnical Engineering, 1996, 18(4): 21-26. (in Chinese))
    [3]
    张旭辉. 锚管桩复合土钉支护稳定性研究[D]. 杭州: 浙江大学, 2002. (ZHANG Xu-hui. Stability of channel-steel-piles composite soil nailing[D]. Hangzhou: Zhejiang University, 2002. (in Chinese))
    [4]
    张 健. 深基坑支护工程的应急处理[J].地基基础工程, 2004, 7(8): 45-47. (ZHANG Jian. Emergency treatment of deep foundation pit engineering[J]. Foundation Engineering, 2004, 7(8): 45-47. (in Chinese))
    [5]
    陈 伟, 唐孟雄. 桩锚支护的基坑监测分析[J]. 广州建筑, 1999: 13-16. (CHEN Wei, TANG Meng-xiong. Analysis of pile anchor supporting in foundation pit monitoring[J]. Guangzhou Building, 1999: 13-16. (in Chinese))
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