• 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
CHENG Shao-zhen, CHEN Tie-lin, GUO Wei-qing, ZHANG Yu. Numerical simulation of fracture grouting and influencing factors for morphology of grout veins[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(3): 484-491. DOI: 10.11779/CJGE201903010
Citation: CHENG Shao-zhen, CHEN Tie-lin, GUO Wei-qing, ZHANG Yu. Numerical simulation of fracture grouting and influencing factors for morphology of grout veins[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(3): 484-491. DOI: 10.11779/CJGE201903010

Numerical simulation of fracture grouting and influencing factors for morphology of grout veins

More Information
  • Received Date: March 12, 2018
  • Published Date: March 24, 2019
  • Considering the difficulty of simulating the initiation and development of cracks during the process of fracture grouting by the conventional numerical methods, a new numerical method is used to simulate and visualize the whole process which contains initiation of cracks, slurry intrusion and propagation of grout. The whole process of fracture grouting simulated by this method fits well with the existing theoretical analyses and test results, so that it is a feasible method to simulate the fracture grouting in soils. Based on this method, the morphology of the grout veins is analyzed under different grout depths and soil moduli. The research results show that with the increase of grouting depth, the grout veins have less branches and are more directional. With the increase of soil modulus, the volume of "grout bulk" around the grouting hole decreases, and the width of the grout vein becomes narrower. The simulation of engineering examples shows that the numerical model can well reflect the engineering phenomena, and it has some guiding significance to engineering practice.
  • [1]
    孙锋, 张顶立, 王臣, 等. 劈裂注浆抬升既有管道效果分析及工程应用[J]. 岩土力学, 2010, 31(3): 932-938.
    (SUN Feng, ZHANG Ding-li, WANG Chen, et al.Analysis of raising pipeline by fracture grouting and its application[J]. Rock and Soil Mechanics, 2010, 31(3): 932-938. (in Chinese))
    [2]
    王哲, 龚晓南, 程永辉, 等. 劈裂注浆法在运营铁路软土地基处理中的应用[J]. 岩石力学与工程学报, 2005, 24(9): 1619-1623.
    (WANG Zhe, GONG Xiao-nan, CHENG Yong-hui, et al.Application of fracturing grouting method to treat soft foundation of operating railway[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(9): 1619-1623. (in Chinese))
    [3]
    周书明, 陈建军. 软流塑淤泥质地层地铁区间隧道劈裂注浆加固[J]. 岩土工程学报, 2002, 24(2): 222-224.
    (ZHOU Shu-ming, CHEN Jian-jun.Hydro-fracture grouting in soft flowing mucky ground for a metro tunnel[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(2): 222-224. (in Chinese))
    [4]
    孙锋, 陈铁林, 张顶立, 等. 基于宾汉体浆液的海底隧道劈裂注浆机理研究[J]. 北京交通大学学报, 2009, 33(4): 1-6.
    (SUN Feng, CHEN Tie-lin, ZHANG Ding-li, et al.Study of fracture grouting mechanism in subsea tunnel based on Bingham fluids[J]. Journal of Beijing Jiaotong University, 2009, 33(4): 1-6.(in Chinese))
    [5]
    张忠苗, 邹健. 桩底劈裂注浆扩散半径和注浆压力研究[J]. 岩土工程学报, 2008, 30(2): 181-184.
    (ZHANG Zhong-miao, ZOU Jian.Penetration radius and grouting pressure in fracture grouting[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(2): 181-184. (in Chinese))
    [6]
    邹金锋, 李亮, 杨小礼, 等. 土体劈裂灌浆力学机理分析[J]. 岩土力学, 2006, 27(4): 625-628.
    (ZOU Jin-feng, LI Liang, YANG Xiao-li, et al.Mechanism analysis of fracture grouting in soil[J]. Rock and Soil Mechanics, 2006, 27(4): 625-628. (in Chinese))
    [7]
    邹金锋, 罗恒, 李亮, 等. 考虑中主应力时土体劈裂灌浆力学机制的大变形分析[J]. 岩土力学, 2008, 29(9):2515-2520.
    (ZOU Jin-feng, LUO Heng, LI Liang, et al.Mechanism analysis of fracture grouting in soil with large strain considering intermediate principal stress[J]. Rock and Soil Mechanics, 2008, 29(9): 2515-2520. (in Chinese))
    [8]
    BEZUIJEN A, TE GROTENHUIS R, VAN TOL A F, et al. Analytical model for fracture grouting in sand[J]. Journal of Geotechnical and Geo-environmental Engineering, 2011, 137(6): 611-620.
    [9]
    李鹏, 张庆松, 张霄, 等. 基于模型试验的劈裂注浆机制分析[J]. 岩土力学, 2014, 35(11): 3221-3230.
    (LI Peng, ZHANG Qing-song, ZHANG Xiao, et al.Analysis of fracture grouting mechanism based on model test[J]. Rock and Soil Mechanics, 2014, 35(11): 3221-3230. (in Chinese))
    [10]
    刘振兴. 基于平面模型下致密土体劈裂灌浆机理的试验研究[D]. 北京: 北京交通大学, 2011.
    (LIU Zhen-xing.Fracture grouting mechanism and experiment study in compact soil based on plane-strain model[D]. Beijing: Beijing Jiaotong University, 2011. (in Chinese))
    [11]
    王起才, 张戎令. 劈裂注浆浆液走势与不同压力下土体位移试验研究[J]. 铁道学报, 2011, 33(12): 107-111.
    (WANG Qi-cai, ZHANG Rong-ling.Experimental research on the trend of slurry about fracturing grouting and soil displacement in different pressure[J]. Journal of the China Railway Society, 2011, 33(12): 107-111. (in Chinese))
    [12]
    张忠苗, 邹健, 贺静漪, 等. 黏土中压密注浆及劈裂注浆室内模拟试验分析[J]. 岩土工程学报, 2009, 31(12): 1818-1824.
    (ZHANG Zhong-miao, ZOU Jian, HE Jing-yi, et al.Laboratory tests on compaction grouting and fracturegrouting of clay[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(12): 1818-1824. (in Chinese))
    [13]
    唐智伟, 赵成刚. 注浆抬升地层的机制、解析解及数值模拟分析[J]. 岩土力学, 2008, 29(6): 1512-1516.
    (TANG Zhi-wei, ZHAO Cheng-gang.Mechanisms of ground heave by grouting and analytical solutions &numerical modeling[J]. Rock and Soil Mechanics, 2008, 29(6): 1512-1516.(in Chinese))
    [14]
    SCHWEIGER H F, KUMMERER C, OTTERBEIN R,et al.Numerical modeling of settlement compensation by means of fracture grouting[J]. Soils and Foundations, 2004, 44(1): 71-86.
    [15]
    孙锋, 张顶立, 陈铁林, 等. 土体劈裂注浆过程的细观模拟研究[J]. 岩土工程学报, 2010, 32(3): 474-480.
    (SUN Feng, ZHANG Ding-li, CHEN Tie-lin, et al.Meso- mechanical simulation of fracture grouting in soil[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(3): 474-480. (in Chinese))
    [16]
    郑刚, 张晓双. 劈裂注浆过程的二维颗粒流的模拟研究[J]. 厦门大学学报(自然版), 2015, 54(6): 905-912.
    (ZHENG Gang, ZHANG Xiao-shuang.Meso-mechanical simulation of fracture grouting using particle flow code in two dimentions[J]. Journal if Xiamen University (Natural Science), 2015, 54(6): 905-912. (in Chinese))
    [17]
    CHEN T L, ZHANG L Y, ZHANG D L.An FEM/VOF hybrid formulation for fracture grouting modelling[J]. Computers and Geotechnics, 2014, 58(58): 14-27.
    [18]
    HIRT C W, NICHOLS B D.Volume of fluid (VOF) method for the dynamics of free boundaries[J]. Journal of Computational Physics, 1981, 39(1): 201-225.
    [19]
    HUANG H, ZHANG F, CALLAHAN P, et al.Granular fingering in fluid injection into dense granular media in a Hele-Shaw Cell[J]. Physical Review Letters, 2012, 108(25): 258001.
    [20]
    邝键政, 咎月稳, 王杰, 等. 岩土注浆理论与工程实例[M]. 北京: 科学出版社, 2001.
    (KUANG Jian-zheng, JIU Yue-wen, WANG Jie, et al.Research Group of Grouting Theories and Case Histories. The grouting theories and case histories[M]. Beijing: Science Press, 2001. (in Chinese))
    [21]
    TE GROTENHUIS R.Fracture grouting in theory:modelling of fracture grouting in sand[D]. Delft: Delft University of Technology, 2004.
  • Related Articles

    [1]ZUO Zheng, YANG Guang-qing, WANG He, XU Lin-ying, JIN Jing, LIANG Xun-mei. Effects of geocell size on shear behavior of reinforced soil[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(6): 1053-1060. DOI: 10.11779/CJGE202206009
    [2]ZUO Zheng, YANG Guang-qing, LIU Ying, DU Tian-ling, WANG Zhi-jie, YU Fan. Experimental investigations on failure mechanism of different junction connections of geocells[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(9): 1682-1690. DOI: 10.11779/CJGE202109013
    [3]ZHAO Ming-hua, CHEN Da-xing, LIU Meng, OU Qiang. Deformation analysis of geocell-reinforced body under embankment load considering soil arch effect[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(4): 601-609. DOI: 10.11779/CJGE202004001
    [4]LIU Fang-cheng, WU Meng-tao, CHEN Ju-long, ZHANG Yun-fei, ZHENG Yu-feng. Experimental study on influence of geo-cell reinforcement on dynamic properties of rubber-sand mixtures[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(9): 1616-1625. DOI: 10.11779/CJGE201709009
    [5]LI Li-hua, CUI Fei-long, XIAO Heng-lin, MA Qiang, REN Zeng-le, LUO Shi-zhe. Performance and bearing capacity of embankments reinforced with waste tires and geocells[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(1): 81-88. DOI: 10.11779/CJGE201701006
    [6]SUN Zhou, ZHANG Meng-xi, JIANG Sheng-wei. Model tests on sand embankment reinforced with geocell subjected to strip loading[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk2): 170-175. DOI: 10.11779/CJGE2015S2033
    [7]ZHAO Ming-hua, CHEN Bing-chu, YIN Ping-bao, HU Zeng. Model tests on bearing capacity characteristics of geocell gravel base and rigid pavement[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(4): 577-581.
    [8]LI Yun, YANG Guo-lin, LIN Yu-liang. Dynamic characteristics of reinforced gabion walls subjected to horizontal seismic loading[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(12): 1930-1935.
    [9]LI Chi, LIU Lin. Study of indoor model test of spread foundation on the reinforced aeolian sand subgrade[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(4): 441-444.
    [10]WANG Binglong, ZHOU Shunhua, GONG Quanmei, FANG Weiming. Experimental study on treatment of subgrade subsidence by geocell of different heights[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(2): 163-166.

Catalog

    Article views PDF downloads Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return