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DAI Ming, DENG Min, ZHANG Zhi, WU Li-sheng. Design and construction processing example of inadequate embedded depth of retaining piles in deep excavation[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk1): 225-230. DOI: 10.11779/CJGE2014S1039
Citation: DAI Ming, DENG Min, ZHANG Zhi, WU Li-sheng. Design and construction processing example of inadequate embedded depth of retaining piles in deep excavation[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk1): 225-230. DOI: 10.11779/CJGE2014S1039

Design and construction processing example of inadequate embedded depth of retaining piles in deep excavation

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  • Received Date: July 27, 2014
  • Published Date: July 27, 2014
  • The retaining structures for deep excavation of Longquan International Park in Qichun County, Huanggang City of Hubei Province are taken for an instance. Owing to unsmooth bedrock formations, the problem of inadequate embedded depth of retaining piles in deep excavation is studied. Good results are achieved by using longer and more dense anchors, reserved soil platforms before retaining piles and other measures. Meanwhile, some construction points of mixing pile, anchor and confining prison in similar formations are summarized and analyzed according to the project implementation process.
  • [1]
    JGJ 120—2012 建筑基坑支护技术规程[S]. 2012. (JGJ 120—2012 Technical specification for retaining and protection of building foundation excavation[S]. 2012. (in Chinese))
    [2]
    DB42/T 159—2012 基坑工程技术规程[S]. 2012. (DB42/T 159—2012 Technical specification for excavation engineering[S]. 2012. (in Chinese))
    [3]
    QB/BY 10301—2003水泥搅拌桩施工工艺及质量验收标准[S]. 2003.
    [4]
    GB 50086—2001锚杆喷射混凝土支护技术规范[S]. 2001. (GB 50086—2001 Specification for bolt-shotcrete support[S]. 2001. (in Chinese))
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