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Home > Archive>Volume 47, Issue 12, 2019 >1720-1726. DOI:10.11908/j.issn.0253-374x.2019.12.005
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Displacement Infiltration Diffusion Model of Binghamian Grouts as Backfill Grouting of Shield Tunnel
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    Abstract:

    With Bingham grout as the study object, this paper deduces the spherical displacement infiltration diffusion model by applying generalized Darcy's law and theories of seepage mechanics based on the displacement effect of grout for groundwater. Through examples, the characteristics of the grout infiltration diffusion when considering the grout displacement effect is analyzed, and the main factors affecting the grout infiltration diffusion is analyzed. The results show that when the grout displacement effect is considered, the grout pressure in the diffusion front decreases along the concave curve with the increase of the diffusion distance. Although the change of frontal grout pressure is small, it has a great influence on the grout diffusion radius, and the grout diffusion distance shortens about 23% at 1 h.

    Reference
    [1]《岩土注浆理论与工程实例》编写组. 岩土注浆理论与工程实例[M]. 北京: 科学出版社, 2001.The Compilation Group of Rock Grouting Theory and Engineering. Geotechnical grouting theory and engineering examples[M]. Beijing：Science Press,2001.
    [2]杨坪. 砂卵(砾)石层模拟注浆试验及渗透注浆机理研究[博士学位论文][D].长沙: 中南大学, 2005.YANG Ping. Study on simulation grouting experiment in gravel mechanism of permeating grouting[Ph. D. Thesis][D]. Changsha：Central South University,2005.
    [3]杨秀竹, 王星华, 雷金山. 宾汉体浆液扩散半径的研究及应用[J]. 水利学报, 2004(06): 75-79.YANG Xiu-zhu,WANG Xing-hua,LEI Jin-shan. Study on grouting diffusion radius of bingham fluids[J].Journal of Hydraulic Engineering,2004(06): 75-79.
    [4]杨秀竹. 静动力作用下浆液扩散理论与试验研究[博士学位论文] [D].长沙: 中南大学, 2005.YANG Xiu-zhu. Study on grouting diffusion theory and experiments under static or dynamic loading[Ph. D. Thesis][D]. Changsha：Central South University,2005.
    [5]杨志全, 侯克鹏, 郭婷婷, 等. 黏度时变性宾汉体浆液的柱-半球形渗透注浆机制研究[J]. 岩土力学, 2011, 32(09):2697-2703.YANG Zhi-quan,HOU Ke-peng,GOU Ting-ting,et al. Study on column–hemispherical penetration grouting mechanism based on bingham fluid of time-dependent behavior of viscosity[J]. Rock and Soil Mechanics,2011, 32(09)：2697-2703.
    [6]杨志全, 侯克鹏, 郭婷婷, 等. 基于考虑时变性的宾汉姆流体的渗透注浆机理研究[J]. 四川大学学报(工程科学版), 2011, 43(S1): 67-72.YANG Zhi-quan, HOU Ke-peng, GUO Ting-ting, et al. Study on penetration grouting mechanism based on Bingham fluid of time-dependent behavior[J]. Journal of Sichuan University (Engineering Science Edition), 2011, 43(S1)：67-72.
    [7]杨志全, 侯克鹏, 程涌, 等. 幂律型流体的柱–半球形渗透注浆机制研究[J]. 岩石力学与工程学报, 2014, 33(S2): 3840-3846.YANG Zhi-quan, HOU Ke-peng, CHENG Yong, et al. Study of column hemispherical-penetration grouting mechanism based on power-law fluid[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(S2)：3840-3846.
    [8]杨志全, 牛向东, 侯克鹏, 等. 流变参数时变性幂律型水泥浆液的柱形渗透注浆机制研究[J]. 岩石力学与工程学报, 2015, 34(07): 1415-1425.YANG Zhi-quan, NIU Xiang-quan, HOU Ke-peng, et al. Columnar diffusion of cement grout with time dependent rheological parameters[J]. Chinese Journal of Rock Mechanics and Engineering, 2015, 34(07)：1415-1425.
    [9]叶飞, 苟长飞, 刘燕鹏, 等. 盾构隧道壁后注浆浆液时变半球面扩散模型[J]. 同济大学学报(自然科学版), 2012, 40(12): 1789-1794.YE Fei, GOU Chang-fei, LIU Yan-peng, et al. Half-spherical surface diffusion model of shield tunnel back-filled grouts[J]. Journal of Tongji University (Natural Science), 2012, 40(12)：1789-1794.
    [10]叶飞, 刘燕鹏, 苟长飞, 等. 盾构隧道壁后注浆浆液毛细管渗透扩散模型[J]. 西南交通大学学报, 2013, 48(3): 428-434.YE Fei, LIU Yan-peng, GOU Chang-fei, et al. Capillary penetration diffusion model for backfill grouting of shield tunnel[J]. Journal of Southwest Jiaotong University, 2013, 48(3)：428–434.
    [11]叶飞, 苟长飞, 陈治, 等. 盾构隧道粘度时变性浆液壁后注浆渗透扩散模型[J]. 中国公路学报, 2013, 26(1): 127-134.YE Fei, GOU Chang-fei, CHEN Zhi, et al. Back-filled grouts diffusion model of shield tunnel considering its viscosity degeneration[J]. China Journal of Highway and Transport, 2013, 26(1)：127-134.
    [12]叶飞, 陈治, 贾涛, 等. 盾构隧道管片注浆幂律流型浆液渗透扩散模型[J]. 岩土工程学报, 2016, 38(5): 890-897.YE Fei, CHEN Zhi, JIA Tao, et al. Penetration diffusion model of exponential fluid for backfill grouting through segments of shield tunnel[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(5)：890-897.
    [13]叶飞, 孙昌海, 毛家骅, 等. 考虑黏度时效性与空间效应的C-S双液浆盾构隧道管片注浆机理分析[J]. 中国公路学报, 2017, 30(8): 49-56.YE Fei, SUN Chang-hai, MAO Jia-hua, et al. Analysis on grouting for shield tunnel segment by cement and sodium silicate mixed grout in consideration of time-dependency and space effect of viscosity[J]. China Journal of Highway and Transport, 2017, 30(8)：49-56.
    [14]於昌荣. 砂砾地层盾构施工注浆效应及作用机理研究[博士学位论文][D]. 上海: 上海交通大学, 2011.YU Chang-rong. Research on grouting influence and mechanism of shield tunneling in the sand-gravel stratum[Ph. D. Thesis][D]. Shanghai：Shanghai Jiao Tong University,2011.
    [15]刘健, 张载松, 韩烨, 等. 考虑黏度时变性的水泥浆液盾构壁后注浆扩散规律及管片压力模型的试验研究[J]. 岩土力学, 2015, 36(02): 361-368.LIU Jian, ZHANG Zai-song, HAN Ye, et al. Backfilled grouting diffusion law and model of pressure on segments of shield tunnel considering viscosity variation of cement grout[J]. Rock and Soil Mechanics, 2015, 36(02)：361-368.
    [16]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, 27(1):69-73.RUAN Wen-jun. Research on diffusion of grouting and basic properties of grouts[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(1)：69-73.
    [17]戈尔布诺夫 A. T. 异常油田开发[M]. 张树宝译. 北京: 石油工业出版社, 1987.ГОРЪУНОВ А. Т. The development of the singular oil field[M]. Translated by ZHANG Shu-bao. Beijing: Petroleum Industry Press, 1987.
    [18]刘曰武, 丁振华, 何凤珍. 确定低渗透油藏启动压力梯度的三种方法[J]. 油气井测试, 2002, 11(4): 1-4.LIU Yue-wu, DING Zhen-hua, He Feng-zhen. Three kinds of methods for determining the start-up pressure gradients in low permeability reservoir[J]. Well Testing, 2002, 11(4)：1-4.
    [19]李凡华, 刘慈群. 含启动压力梯度的不定常渗流的压力动态分析[J]. 油气井测试, 1997, 6(1):1-4.LI Fan-hua, LIU Ci-qun. Pressure transient analysis for unsteady porous flow with start–up pressure derivative[J]. Well Testing, 1997, 6(1)：1-4.
    [20]孔祥言, 陈峰磊, 陈国权. 非牛顿流体渗流的特性参数及数学模型[J]. 中国科学技术大学学报,1999, 29(2): 141-147.KONG Xiang-yan, CHEN Feng-lei, CHEN Guo-quan. Mathematical models and feature parameters of non-newtonian liquid flows in porous media[J]. Journal of University of Science and Technology of China, 1999, 29(2): 141-147.
    [21]陈治. 砂性地层盾构隧道同步注浆浆液渗透扩散机理研究[硕士学位论文][D]. 西安: 长安大学, 2016.CHEN Zhi. Study on Mechanism of Penetration and Diffusion of Synchronous Grouting for Shield Tunnel in Sandy Stratum[Master Thesis][D].Xi’an：Chang’an University,2016.
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YE Fei, HAN Xin, QIN Nan, GAO Xiang. Displacement Infiltration Diffusion Model of Binghamian Grouts as Backfill Grouting of Shield Tunnel[J].同济大学学报(自然科学版),2019,47(12):1720~1726

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History
  • Received:November 05,2018
  • Revised:October 11,2019
  • Adopted:September 03,2019
  • Online: January 02,2020
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