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Volume 53 Issue 7
Jul.  2023
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Article Contents
CHENG Xuesong, ZHAO Linsong, PAN Jun, ZHENG Gang, JIA Jianwei, JIAO Ying. Research on Deformation Laws of Soil Caused by Grouting and Grouting Efficiency[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 171-179. doi: 10.13204/j.gyjzG22051213
Citation: CHENG Xuesong, ZHAO Linsong, PAN Jun, ZHENG Gang, JIA Jianwei, JIAO Ying. Research on Deformation Laws of Soil Caused by Grouting and Grouting Efficiency[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 171-179. doi: 10.13204/j.gyjzG22051213

Research on Deformation Laws of Soil Caused by Grouting and Grouting Efficiency

doi: 10.13204/j.gyjzG22051213
  • Received Date: 2022-05-12
  • The deformation laws of soil caused by grouting and grouting efficiency with times and space were lack of systematic theoretical research, which hindered the application of grouting in accurate deformation control of proximity construction. Based on the field test, the variation laws of soil deformation and grouting efficiency with time and space were systematically studied by using the numerical simulation method of fluid-solid coupling. Simultaneously, the effects of grouting parameters such as grouting volume, grouting space and grouting depth on soil deformation and grouting efficiency were considered. And based on the study, some suggestions on grouting deformation control were put forward. The study indicated that when it was necessary to control subsidence of the ground or tunnels, it was suggested that the top of the grouted body should be flush with the target object. When it was necessary to control heave of the ground or tunnels, it was recommended that the bottom of the grouted body be flush with the target object. With the increase of grouting space, the horizontal and vertical displacement of soil and the grouting efficiency of horizontal displacement decreased rapidly. In order to ensure the deformation effect caused by grouting, the grouting distance should be not to long.
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  • [1]
    HARRIS D I, MAIR R J, LOVE J P, et al. Observations of ground and structure movements for compensation grouting during tunnel construction at Waterloo station[J]. Geotechnique, 1994, 44(4):691-713.
    [2]
    NI J C, CHENG W C. Monitoring and modeling grout efficiency of lifting structure in soft clay[J]. International Journal of Geomechanics, 2010, 10(6):223-229.
    [3]
    彭正勇. 注浆抬升在隧道穿越既有建筑物中的研究及应用[J]. 岩石力学与工程学报, 2011, 30(增刊1):2963-2969.
    [4]
    ZHOU S H, XIAO J H, DI H G, et al. Differential settlement remediation for new shield metro tunnel in soft soils using corrective grouting method:case study[J]. Canadian Geotechnical Journal, 2018, 55(12):1877-1887.
    [5]
    张成平, 张顶立, 吴介普, 等. 暗挖地铁车站下穿既有地铁隧道施工控制[J]. 中国铁道科学, 2009, 30(1):69-73.
    [6]
    唐智伟, 赵成刚, 张顶立. 地下工程抬升注浆设计方法及其抬升效果预测研究[J]. 土木工程学报, 2007, 40(8):79-84.
    [7]
    MASINI L, RAMPELLO S, SOGA K. An approach to evaluate the efficiency of compensation grouting[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2014, 140(12):1-11.
    [8]
    AU S K A, SOGA K, JAFARI M R, et al. Factors affecting long-term efficiency of compensation grouting in clays[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2003, 129(3):254-262.
    [9]
    SOGA K, AU S K A, BOLTON M D. Laboratory investigation of multiple grout injections into clay[J]. Geotechnique, 2004, 54(2):81-90.
    [10]
    郑刚, 王若展, 程雪松. 注浆对邻近土体水平变形影响的原位试验研究[J]. 天津大学学报(自然科学与工程技术版), 2019, 52(9):959-968.
    [11]
    程雪松, 高洁, 潘军. 注浆水平纠偏的作用规律与影响因素[J]. 土木与环境工程学报(中英文):2022,44(5):1-13.
    [12]
    SCHWEIGER H F, KUMMERER C, OTTERBEIN R, et al. Numerical modelling of settlement compensation by means of fracture grouting[J]. Soils and Foundations, 2004, 44(1):71-86.
    [13]
    KOVACEVIC N, EDMONDS H, MAIR R, et al. Numerical modelling of the NATM and compensation grouting trial at Redcross Way[C]//Proceedings of International Symposium on Geotechnical Aspects of Undergrond Construction in Soft Ground. 1996:553-559.
    [14]
    SOGA K, BOLTON M D, AU S K A, et al. Development of compensation grouting modelling and control system[J/OL]. Geotechnical Aspects of Underground Construction in Soft Ground,2000[2022-05-12]. https://www.issmge.org/publications/publication/development-of-compensation-grouting-modelling-and-control-system.
    [15]
    KOMIYA K, SOGA K, AKAGI H, et al. Soil consolidation associated with grouting during shield tunnelling in soft clayey ground[J]. Geotechnique, 2001, 51(10):835-846.
    [16]
    WANG D Y, XING X M, QU H H, et al. Simulated radial expansion and heave caused by compaction grouting in noncohesive soils[J/OL]. International Journal of Geomechanics, 2013, 15(4)[2022-05-12]. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000333.
    [17]
    ZHANG M, WANG X H, WANG Y. Numerical evaluation of uplifting effect for upper structure by grouting[J]. Journal of Central South University of Technology, 2012, 19(2):553-561.
    [18]
    NICOLINI E, NOVA R. Modelling of a tunnel excavation in a non-cohesive soil improved with cement mix injections[J]. Computers and Geotechnics, 2000, 27(4):249-272.
    [19]
    WISSER C, AUGARDE C E, BURD H J. Numerical modelling of compensation grouting above shallow tunnels[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2005, 29(5):443-471.
    [20]
    FALK E. Soil improvement by injection of solid material with hydraulic energy[D]. Vienna:Vienna University of Technology, 1998.
    [21]
    BRINKGREVE R B J, KUMARSWAMY S, SWOLFS W M. Plaixs 3D Manual[M]. Delft:Plaxis bv, 2018.
    [22]
    上海市市政工程管理局.上海市地铁沿线建筑施工保护地铁技术管理暂行规定:沪市政法(94)第854号[S].上海:上海市市政工程管理局,1994.
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