Volume 39 Issue 4
Aug.  2025
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Article Navigation >  GEOTECHNICAL ENGINEERING TECHNIQUE  > 2025  >  39(4): 576-582
Dong Jiaoshe. Application of residual pile length detection method in shield or pipe-jacking area[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2025, 39(4): 576-582. doi: 10.20265/j.cnki.issn.1007-2993.2024-0256
Citation: Dong Jiaoshe. Application of residual pile length detection method in shield or pipe-jacking area[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2025, 39(4): 576-582. doi: 10.20265/j.cnki.issn.1007-2993.2024-0256
shu

Application of residual pile length detection method in shield or pipe-jacking area

doi: 10.20265/j.cnki.issn.1007-2993.2024-0256

  • Shanghai Urban Construction Design & Research Institute (Group) Co., Ltd., Shanghai 200125, China

  • Received Date: 2024-06-09
  • Accepted Date: 2024-10-29
  • Rev Recd Date: 2024-09-04
  • Publish Date: 2025-08-08
    Abstract
  • Affected by the complex site conditions and the limitations of geophysical prospecting methods, the applicable detection methods for the length of residual foundation piles are limited within the influence range of shield tunnels or pipe-jacking pipelines in urban areas. Practice and research have proved that for concrete piles (reinforcement), the borehole magnetic gradient method combined with the low-strain elastic wave method is effective; For steel pipe piles or steel sheet piles, the effect of the borehole magnetic gradient method is good. The borehole magnetic gradient method has the characteristics of high precision, fast speed, and strong environmental adaptability. It is easy to damage the underground pipeline by using the conventional drilling method. The drilling technology using a new type of plastic drill bit is proposed, which can better solve the problem of difficult hole formation in the dense area of underground pipeline, and provide references for detecting the pile length of foundation pile by this method.

     

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  • [1]
    卢博瑶, 方 聪, 张 浩, 等. 冲孔灌注桩工程基桩钻芯法检测分析[J]. 建筑结构,2018,48(S2):865-867. (LU B Y, FANG C, ZHANG H, et al. Detection and analysis of bored pile foundation by core drilling method[J]. Building Structure,2018,48(S2):865-867. (in Chinese)

    LU B Y, FANG C, ZHANG H, et al. Detection and analysis of bored pile foundation by core drilling method[J]. Building Structure, 2018, 48（S2）: 865-867. (in Chinese)
    [2]
    吴发荣, 楼凯峰. 磁测井法在既有建(构)筑物桩长探测中的应用[J]. 工程技术研究,2022,7(22):33-35. (WU F R, LOU K F. The application of magnetic well logging method in pile length detection of existing structures (buildings)[J]. Engineering and Technological Research,2022,7(22):33-35. (in Chinese)

    WU F R, LOU K F. The application of magnetic well logging method in pile length detection of existing structures (buildings)[J]. Engineering and Technological Research, 2022, 7（22）: 33-35. (in Chinese)
    [3]
    程志和, 邓友生, 孙雅妮, 等. 桩基检测技术的发展与应用研究[J]. 混凝土与水泥制品,2019(3):80-84. (CHENG Z H, DENG Y S, SUN Y N, et al. Development and application study on pile foundation detection technology[J]. China Concrete and Cement Products,2019(3):80-84. (in Chinese)

    CHENG Z H, DENG Y S, SUN Y N, et al. Development and application study on pile foundation detection technology[J]. China Concrete and Cement Products, 2019（3）: 80-84. (in Chinese)
    [4]
    李关勇. 管波探测法在桩底岩溶勘察及桩身质量检测中的应用[J]. 工程地球物理学报,2021,18(2):282-287. (LI G Y. The application of tube wave detection method in pile bottom Karst exploration and pile body quality detection[J]. Chinese Journal of Engineering Geophysics,2021,18(2):282-287. (in Chinese) doi: 10.3969/j.issn.1672-7940.2021.02.018

    LI G Y. The application of tube wave detection method in pile bottom Karst exploration and pile body quality detection[J]. Chinese Journal of Engineering Geophysics, 2021, 18（2）: 282-287. (in Chinese) doi: 10.3969/j.issn.1672-7940.2021.02.018
    [5]
    徐 競. 某既有船台改造管桩桩长的磁梯度法检测[J]. 中国水运,2019,19(3):203-204,207. (XU J. Magnetic gradient method in length measure of a modified pipe pile on an existing ship berth[J]. China Water Transport,2019,19(3):203-204,207. (in Chinese)

    XU J. Magnetic gradient method in length measure of a modified pipe pile on an existing ship berth[J]. China Water Transport, 2019, 19（3）: 203-204,207.
    [6]
    孙中旭, 陈天慧. 磁梯度探测在工程基桩桩长检测中的应用[J]. 上海地质,2007(3):48-50,62. (SUN Z X, CHEN T H. The application of magnetic gradient detecfion in engineering pile length testing[J]. Shanghai Geology,2007(3):48-50,62. (in Chinese)

    SUN Z X, CHEN T H. The application of magnetic gradient detecfion in engineering pile length testing[J]. Shanghai Geology, 2007（3）: 48-50,62. (in Chinese)
    [7]
    蒲 勇. 磁梯度法在城市轨道交通工程建筑物基础调查中的应用[J]. 资源环境与工程,2019,33(1):80-82. (PU Y. Application of magnetic gradient method in basic survey of urban rail transit engineering buildings[J]. Resources Environment & Engineering,2019,33(1):80-82. (in Chinese)

    PU Y. Application of magnetic gradient method in basic survey of urban rail transit engineering buildings[J]. Resources Environment & Engineering, 2019, 33（1）: 80-82. (in Chinese)
    [8]
    邵继喜, 赵亚宇, 卞德存, 等. 磁感应法探测基桩长度的数值仿真研究[J]. 广州建筑,2020,48(2):23-29. (SHAO J X, ZHAO Y Y, BIAN D C, et al. Numerical study on magnetic induction method for detecting pile length[J]. Guangzhou Architecture,2020,48(2):23-29. (in Chinese) doi: 10.3969/j.issn.1671-2439.2020.02.005

    SHAO J X, ZHAO Y Y, BIAN D C, et al. Numerical study on magnetic induction method for detecting pile length[J]. Guangzhou Architecture, 2020, 48（2）: 23-29. (in Chinese) doi: 10.3969/j.issn.1671-2439.2020.02.005
    [9]
    孟新秋. 低应变法与钻芯法结合在桩长检测中的应用[J]. 土工基础,2024,38(1):139-142. (MENG X Q. Application of low strain method combined with coring in pile length estimation[J]. Soil Engineering and Foundation,2024,38(1):139-142. (in Chinese)

    MENG X Q. Application of low strain method combined with coring in pile length estimation[J]. Soil Engineering and Foundation, 2024, 38（1）: 139-142. (in Chinese)
    [10]
    杜朋卫. 浅析城市地下管线疑难探测的方法及应用[J]. 城市勘测,2021(1):176-181. (DU P W. Analysis on the method and application of difficult detection of urban underground pipeline[J]. Urban Geotechnical Investigation & Surveying,2021(1):176-181. (in Chinese)

    DU P W. Analysis on the method and application of difficult detection of urban underground pipeline[J]. Urban Geotechnical Investigation & Surveying, 2021（1）: 176-181. (in Chinese)
    [11]
    卓路路, 孙雷江. 上海市地下深埋管线探测方法[J]. 岩土工程技术,2021,35(4):265-268. (ZHUO L L, SUN L J. Detection methods of deep buried pipelines in Shanghai[J]. Geotechnical Engineering Technique,2021,35(4):265-268. (in Chinese) doi: 10.3969/j.issn.1007-2993.2021.04.011

    ZHUO L L, SUN L J. Detection methods of deep buried pipelines in Shanghai[J]. Geotechnical Engineering Technique, 2021, 35（4）: 265-268. (in Chinese) doi: 10.3969/j.issn.1007-2993.2021.04.011
    [12]
    董教社, 张文卓, 田泓冰. 适用于管线密集市政道路上钻探的新型钻头[J]. 工程勘察,2021,49(11):32-41. (DONG J S, ZHANG W Z, TIAN H B. A new type of drill bit suitable for drilling on urban roads with dense underground utilities[J]. Geotechnical Investigation & Surveying,2021,49(11):32-41. (in Chinese)

    DONG J S, ZHANG W Z, TIAN H B. A new type of drill bit suitable for drilling on urban roads with dense underground utilities[J]. Geotechnical Investigation & Surveying, 2021, 49（11）: 32-41. (in Chinese)
    [13]
    董教社, 张文卓, 杨 鹏, 等. 多功能塑料钻头在非开挖管线探摸中的应用研究[J]. 工程勘察,2023,51(3):27-32. (DONG J S, ZHANG W Z, YANG P, et al. Application study on multi-functional plastic drill bit in trenchless pipeline detection[J]. Geotechnical Investigation & Surveying,2023,51(3):27-32. (in Chinese) doi: 10.3969/j.issn.1000-1433.2023.3.gckc202303007

    DONG J S, ZHANG W Z, YANG P, et al. Application study on multi-functional plastic drill bit in trenchless pipeline detection[J]. Geotechnical Investigation & Surveying, 2023, 51（3）: 27-32. (in Chinese) doi: 10.3969/j.issn.1000-1433.2023.3.gckc202303007
    [14]
    胡玉洋, 叶荣华, 陈长青. 宁波市深埋非开挖管线探测方法与应用研究[J]. 测绘通报,2021(S2):156-161. (HU Y Y, YE R H, CHEN C Q. The detection technology and application research of deep buried pipeline in Ningbo city[J]. Bulletin of Surveying and Mapping,2021(S2):156-161. (in Chinese)

    HU Y Y, YE R H, CHEN C Q. The detection technology and application research of deep buried pipeline in Ningbo city[J]. Bulletin of Surveying and Mapping, 2021（S2）: 156-161. (in Chinese)
    [15]
    董教社, 沈日庚, 张文卓, 等. 适用于管线密集市政道路上钻进成孔的新型塑料钻头: 110644925A[P]. 2020-01-03. (DONG J S, SHEN R G, ZHANG W Z, et al. Novel plastic drill bit suitable for drilling holes in pipeline dense municipal road: 110644925A[P]. 2020-01-03. (in Chinese)

    DONG J S, SHEN R G, ZHANG W Z, et al. Novel plastic drill bit suitable for drilling holes in pipeline dense municipal road: 110644925A[P]. 2020-01-03. (in Chinese)
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