• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
GOU Chang-fei, YE Fei, ZHANG Jin-long, LIU Yan-peng. Ring distribution model of filling pressure for shield tunnels under synchronous grouting[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(3): 590-598.
Citation: GOU Chang-fei, YE Fei, ZHANG Jin-long, LIU Yan-peng. Ring distribution model of filling pressure for shield tunnels under synchronous grouting[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(3): 590-598.

Ring distribution model of filling pressure for shield tunnels under synchronous grouting

More Information
  • Received Date: February 28, 2012
  • Published Date: March 24, 2013
  • To define the magnitude and distribution of filling pressure of synchronous grouting, the theory of fluid mechanics is employed to describe the filling process. Considering that the speed of shield driving is very slow and that the required time of the slurry flowing to the furthest position along the ring is very short, and supposing that the slurry fills the shield tail interspace only along the ring, a three-dimensional circular thin cake is formed. A ring distribution of filling pressure for shield tunnels under synchronous grouting is derived under the Bingham fluid and the Newtonian fluid conditions. The application scope of the model and the calculation method of its main parameters are studied. The validity of the model is certified by use of the monitoring results obtained from certain practical engineering cases, and the distribution laws of filling pressure and the relevant parameters are also analyzed. The results show that the calculated values by the proposed model agree well with the measured ones, that the variation of filling pressure along the ring is caused by the slurry weight and the shear stress, and that the calculated values under the Bingham fluid are slightly less than those under the Newtonian fluid.
  • [1]
    江玉生,王春河,江 华,等. 盾构始发与到达——端头加固理论研究与工程实践[M]. 北京: 人民交通出版社, 2011.(((JIANG Yu-sheng, WANG Chun-he, JIANG Hua, et al. Theoretical research & engineering practice of ground improvement at TBM launching & break through area[M]. Beijing
    [2]
    王 晖,李大勇,夏广红. 盾构机盾尾注浆施工中存在的问题及其对策分析[J]. 苏州科技学院学报(工程技术版), 2004,17(1):40-45. (WANG Hui, LI Da-yong, XIA Guang-hong.
    Analysis of problems arising from and measures taken in the construction of grouting at the tail of the shield machine[J]. Chinese Journal of University of Science and Technology of Suzhou (Engineering and Technology), 2004, 17(1): 40-45.( in Chinese))
    [3]
    张凤祥,朱合华,傅德明. 盾构隧道[M]. 人民交通出版社: 2004. (ZHANG Feng-xiang, ZHU He-hua,FU De-ming. Shield tunnel[M]. Beijing:ChinaCommunications Press, 2004. (in Chinese))
    [4]
    地盘工学会. 盾构法的调查·设计·施工[M]. 牛清山, 陈凤英,徐 华, 译. 北京:中国建筑工业出版社, 2008. (The Japanese Geotechnical Society. Survey, design and construction of shield tunnel[M]. NIU Qing-shan, CHEN Feng-ying, XU Hua, trans. Beijing
    [5]
    PARK K. H Elastic solution for tunnelling-induced ground movements in clays[J]. International Journal of Geomechanics, 2004,4(4):310-318.
    [6]
    PHIENWEJ N. Ground movements in shield tunnelling in bangkok soils[C]// Proceedings of the 14th International Conference on Soil Mechanics and Foundation Engineering Hamburg, 1997: 1469-1472.
    [7]
    RAMASAMY N. Soft ground tunnelling in Bangkok subsoils[D]. Bangkok: Asian Institute of Technology, 1992.
    [8]
    邹 翀. 盾构隧道同步注浆技术[J]. 现代隧道技术, 2003,1(40):26-30. (ZOU Chong. Simultaneous grouting technique for shield-driven tunnels[J]. Modern Tunnelling Technology, 2003, 1(40)
    [9]
    王树清,蔡胜华,蒋硕忠. 盾构法隧道施工同步注浆材料研究[J]. 长江科学院院报, 1998,4(15):28-30, 38. (WANG Shu-qing, CAI Sheng-hua, JIANG Shuo-zhong. Study on simultaneous grouting material for shield tunnel[J]. Journal of Yangtze River Scientific Research In-stitute, 1998, 4(15)
    [10]
    张海涛. 盾构同步注浆材料试验及隧道上浮控制技术[D]. 上海: 同济大学, 2007.((ZHANG Hai-tao.
    Study on the proportioning of tail void grouting material and up floating control of shield tunnel[D]. Shanghai: Tongji University, 2007.( in Chinese))
    [11]
    田 焜. 高性能盾构隧道同步注浆材料的研究与应用[D]. 武汉: 武汉理工大学, 2007.(((TIAN Kun. Study and application on high property grouting material used in synchronous grouting of shield tunnelling[D]. Wuhan
    [12]
    赵天石. 泥水盾构同步注浆浆液试验及应用技术研究[D]. 上海: 同济大学, 2008.((ZHAO Tian-shi.
    Study on mortar material and application of tail void grouting of slurry shield tunnel[D]. Shanghai: Tongji University, 2008.( in Chinese))
    [13]
    张士屹. 盾构法施工同步注浆施工工艺[J]. 西部探矿工程, 2009,21(4):164-167. (ZHANG Shi-yi.
    Synchronous grouting process of shield[J]. West-China Exploration Engineering, 2009, 21(4): 164-167.( in Chinese))
    [14]
    张景异,赵婷婷,张大伟. 盾构同步注浆系统最优控制研究[J]. 辽宁大学学报(自然科学版), 2011,1(38):37-39. (ZHANG Jing-yi, ZHAO Ting-ting, ZHANG Da-wei.
    Optimal control on synchronous grout of shield[J]. Journal of Liaoning University (Natural Sciences Edition), 2011, 1(38): 37-39.( in Chinese))
    [15]
    肖 立,张庆贺,赵天石,等. 泥水盾构同步注浆材料试验研究[J]. 地下空间与工程学报, 2011,1(7):59-64. (XIAO Li, ZHANG Qing-he, ZHAO Tian-shi, et al. Study on mortar material of tail void grouting in slurry shield tunnel[J]. Chinese Journal of Underground Space and Engineering, 2011, 1(7)
    [16]
    宋天田,周顺华,徐润泽. 盾构隧道盾尾同步注浆机理与注浆参数的确定[J]. 地下空间与工程学报, 2008,4(1):130-133. (SONG Tian-tian, ZHOU Shun-hua, XU Run-ze.
    Mechanism and determination of parameters of synchronous grouting in shield tunneling[J]. Chinese Journal of Underground Space and Engineering, 2008, 4(1): 130-133.( in Chinese))
    [17]
    李志明,廖少明,戴志仁. 盾构同步注浆填充机理及压力分布研究[J]. 岩土工程学报, 2010,32(11):1752-1757. (LI Zhi-ming, LIAO Shao-ming, DAI Zhi-ren.
    Theoretical study on synchronous grouting filling patterns and pressure distribution of EPB shield tunnels[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(11): 1752-1757.( in Chinese))
    [18]
    白 云,戴志仁,张莎莎,等. 盾构隧道同步注浆浆液压力扩散模式研究[J]. 中国铁道科学, 2011,32(4):38-45. (BAI Yun, DAI Zhi-ren, ZHANG Sha-sha, et al. Study on the grout pressure dissipation mode in simultaneous backfill grouting during shield tunneling[J]. China Railway Science, 2011, 32(4)
    [19]
    袁小会,韩月旺,钟小春. 盾构隧道壁后注浆压力分布模型[J]. 西南交通大学学报, 2011,46(1):18-25. (YUAN Xiao-hui, HAN Yue-wang, ZHONG Xiao-chun.
    Pressure distribution model of simultaneous backfill grouting of shield tunnel[J]. Journal of Southwest Jiaotong University, 2011, 46(1): 18-25.( in Chinese))
    [20]
    范昭平,韩月旺,方忠强. 盾构壁后注浆压力分布计算模型[J]. 公路交通科技, 2011(3):95-100. (FAN Zhao-ping, HAN Yue-wang, FANG Zhong-qiang.
    Calculating model of backfill grouting pressure distribution for shield tunnel[J]. Journal of Highway and Transportation Research and Development, 2011(3): 95-100.( in Chinese))
    [21]
    阮文军. 注浆扩散与浆液若干基本性能研究[J]. 岩土工程学报, 2005,21(1):69-73. (RUAN Wen-jun.
    Research on diffusion of grouting and basic properties of grouts[J]. Chinese Journal of Geotechnical Engineering, 2005, 21(1): 69-73.( in Chinese))
    [22]
    阮文军. 基于浆液黏度时变性的岩体裂隙注浆扩散模型[J]. 岩石力学与工程学报, 2005,24(15):2709-2714. (RUAN Wen-jun.
    Spreading model of grouting in rock mass fissures based on time-dependent behavior of viscosity of cement-based grouts[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(15): 2709-2714.( in Chinese))
    [23]
    BEZU IJEN A TALMON A M, KAALBERG F J,et al. Field measurements of grout pressures during tunnelling of the Sophia rail tunnel[J]. Soils and Foundations, 2004,44(1):39-48.

Catalog

    Article views (1005) PDF downloads (809) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return