Citation: | CAO Yang, LIU Yang, ZHANG Chaoyu, YANG Junjie, LI Guozheng. Synchronous grouting diffusion and parameter optimization of shield tunnels based on discrete element method[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(10): 2119-2128. DOI: 10.11779/CJGE20230726 |
[1] |
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. doi: 10.3969/j.issn.0253-374x.2012.12.008
YE Fei, GOU Changfei, LIU Yanpeng, 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. (in Chinese) doi: 10.3969/j.issn.0253-374x.2012.12.008
|
[2] |
YE F, YANG T, MAO J H, et al. Half-spherical surface diffusion model of shield tunnel back-fill grouting based on infiltration effect[J]. Tunnelling and Underground Space Technology, 2019, 83: 274-281. doi: 10.1016/j.tust.2018.10.004
|
[3] |
叶飞, 王斌, 韩鑫, 等. 盾构隧道壁后注浆试验与浆液扩散机理研究进展[J]. 中国公路学报, 2020, 33(12): 92-104. doi: 10.3969/j.issn.1001-7372.2020.12.007
YE Fei, WANG Bin, HAN Xin, et al. Review of shield tunnel backfill grouting tests and its diffusion mechanism[J]. China Journal of Highway and Transport, 2020, 33(12): 92-104. (in Chinese) doi: 10.3969/j.issn.1001-7372.2020.12.007
|
[4] |
叶飞, 李思翰, 夏天晗, 等. 低渗地层盾构隧道壁后注浆压密-劈裂扩散模型研究[J]. 岩土工程学报, 2023, 45(10): 2014-2022.
YE Fei, LI Sihan, XIA Tianhan, et al. Compaction-fracture diffusion model for backfill grouting of shield tunnels in low permeability strata[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(10): 2014-2022. (in Chinese)
|
[5] |
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 Zhiming, LIAO Shaoming, DAI Zhiren. 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)
|
[6] |
周佳媚, 刘欢, 张迁, 等. 考虑浆液稠度变化的盾构壁后注浆扩散模型[J]. 铁道科学与工程学报, 2018, 15(3): 710-717. doi: 10.3969/j.issn.1672-7029.2018.03.022
ZHOU Jiamei, LIU Huan, ZHANG Qian, et al. Backfilled grouting diffusion model of shield tunnel considering variation of slurry consistency[J]. Journal of Railway Science and Engineering, 2018, 15(3): 710-717. (in Chinese) doi: 10.3969/j.issn.1672-7029.2018.03.022
|
[7] |
韩鑫, 叶飞, 应凯臣, 等. 考虑自重的盾构壁后注浆浆液驱替渗透扩散[J]. 华中科技大学学报(自然科学版), 2020, 48(4): 37-42.
HAN Xin, YE Fei, YING Kaichen, et al. Displacement effect on penetration diffusion of backfill grouting of shield tunnel considering self-weight[J]. Journal of Huazhong University of Science and Technology (Natural Science Edition), 2020, 48(4): 37-42. (in Chinese)
|
[8] |
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 Zhiren, ZHANG Shasha, et al. Study on the grout pressure dissipation mode in simultaneous backfill grouting during shield tunneling[J]. China Railway Science, 2011, 32(4): 38-45. (in Chinese)
|
[9] |
张聪, 梁经纬, 阳军生, 等. 考虑区间分布的幂律流体脉动渗透注浆扩散机制研究[J]. 岩土工程学报, 2018, 40(11): 2120-2128. doi: 10.11779/CJGE201811019
ZHANG Cong, LIANG Jingwei, YANG Junsheng, et al. Diffusion mechanism of pulsating seepage grouting slurry with power-law fluid considering interval distribution[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(11): 2120-2128. (in Chinese) doi: 10.11779/CJGE201811019
|
[10] |
张莎莎, 戴志仁, 白云. 盾构隧道同步注浆浆液压力分布规律模型试验研究[J]. 中国铁道科学, 2015, 36(5): 43-53. doi: 10.3969/j.issn.1001-4632.2015.05.07
ZHANG Shasha, DAI Zhiren, BAI Yun. Model test research on distribution law of grout pressure for simultaneous backfill grouting during shield tunneling[J]. China Railway Science, 2015, 36(5): 43-53. (in Chinese) doi: 10.3969/j.issn.1001-4632.2015.05.07
|
[11] |
DING W Q, CHAO D, ZHU Y H, et al. The behavior of synchronous grouting in a quasi-rectangular shield tunnel based on a large visualized model test[J]. Tunnelling and Underground Space Technology, 2019, 83: 409-424. doi: 10.1016/j.tust.2018.10.006
|
[12] |
ZHAO T C, DING W Q, QIAO Y F, et al. A large-scale synchronous grouting test for a quasi-rectangular shield tunnel: observation, analysis and interpretation[J]. Tunnelling and Underground Space Technology, 2019, 91: 103018. doi: 10.1016/j.tust.2019.103018
|
[13] |
张连震, 李志鹏, 刘人太, 等. 砂层劈裂-压密注浆模拟试验系统研发及试验[J]. 岩土工程学报, 2019, 41(4): 665-674.
ZHANG Lianzhen, LI Zhipeng, LIU Rentai, et al. Simulation tests on fracture-compaction grouting process in sand layer[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(4): 665-674. (in Chinese)
|
[14] |
张云, 殷宗泽, 徐永福. 盾构法隧道引起的地表变形分析[J]. 岩石力学与工程学报, 2002(3): 388-392. doi: 10.3321/j.issn:1000-6915.2002.03.019
ZHANG Yun, YING Zongze, XU Yongfu. Analysis on three-dimensional ground surface deformations due to shield tunnel[J]. Chinese Journal of Rock Mechanics and Engineering, 2002(3): 388-392. (in Chinese) doi: 10.3321/j.issn:1000-6915.2002.03.019
|
[15] |
李磊, 张孟喜, 吴惠明, 等. 近距离多线叠交盾构施工对既有隧道变形的影响研究[J]. 岩土工程学报, 2014, 36(6): 1036-1043.
LI Lei, ZHANG Mengxi, WU Huiming, et al. Influence of short-distance multi-line overlapped shield tunnelling on deformation of existing tunnels[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(6): 1036-1043. (in Chinese)
|
[16] |
李培楠, 英旭, 石来, 等. 基于CFD的盾构同步注浆填充扩散运动力学分析[J]. 地下空间与工程学报, 2021, 17(增刊1): 126-132.
LI Peinan, YING Xu, SHI Lai, et al. Hydrodynamics analysis on fill diffusion in shield synchronous grouting based on CFD[J]. Chinese Journal of Underground Space and Engineering, 2021, 17(S1): 126-132. (in Chinese)
|
[17] |
KASPER T, MESCHKE G. On the influence of face pressure, grouting pressure and TBM design in soft ground tunnelling[J]. Tunnelling and Underground Space Technology, 2006, 21(2): 160-171. doi: 10.1016/j.tust.2005.06.006
|
[18] |
MICHAEL K, DIMITRIS L, IOANNIS V, et al. Development of a 3D finite element model for shield EPB tunnelling[J]. Tunnelling and Underground Space Technology, 2017, 65: 22-34. doi: 10.1016/j.tust.2017.02.001
|
[19] |
王胤, 陶奕辰, 程旷, 等. 任意解流流固耦合数值方法及在砂土渗流分析中应用[J]. 岩土工程学报, 2021, 43(11): 2084-2093. doi: 10.11779/CJGE202111015
WANG Yin, TAO Yichen, CHENG Kuang, et al. Arbitrary resolved-unresolved CFD-DEM coupling method and its application to seepage flow analysis in sandy soil[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(11): 2084-2093. (in Chinese) doi: 10.11779/CJGE202111015
|
[20] |
土工试验方法标准: GB/T 50123—2019[S]. 北京: 中国计划出版社, 2019.
Standard for Geotechnical Testing Method: GB/T 50123—2019[S]. Beijing: China Planning Press, 2019. (in Chinese)
|
[21] |
梁精华. 盾构隧道壁后注浆材料配比优化及浆体变形特性研究[D]. 南京: 河海大学, 2006.
LIANG Jinghua. Study on the Proportion of Backfill-Grouting Materials and Grout Deformation Properties of Shield Tunnel[D]. Nanjing: Hohai University, 2006. (in Chinese)
|
[22] |
CAVARRETTA I, COOP M, O'SULLIVAN C. The influence of particle characteristics on the behaviour of coarse grained soils[J]. Géotechnique, 2010, 60(6): 413-423. doi: 10.1680/geot.2010.60.6.413
|
[23] |
DI RENZO A, DI MAIO F P. Comparison of contact-force models for the simulation of collisions in DEM-based granular flow codes[J]. Chemical Engineering Science, 2004, 59(3): 525-541. doi: 10.1016/j.ces.2003.09.037
|
[24] |
ZHANG Z X, HU X Y, SCOTT K D. A discrete numerical approach for modeling face stability in slurry shield tunnelling in soft soils[J]. Computers and Geotechnics, 2011, 38(1): 94-104. doi: 10.1016/j.compgeo.2010.10.011
|
[25] |
周健, 池永. 砂土力学性质的细观模拟[J]. 岩土力学, 2003, 24(6): 901-906. doi: 10.3969/j.issn.1000-7598.2003.06.006
ZHOU Jian, CHI Yong. Mesomechanical simulation of sand mechanical properties[J]. Rock and Soil Mechanics, 2003, 24(6): 901-906. (in Chinese) doi: 10.3969/j.issn.1000-7598.2003.06.006
|
[26] |
HUANG X, HANLEY K J, O'SULLIVAN C, et al. Effect of sample size on the response of DEM samples with a realistic grading[J]. Particuology, 2014, 15: 107-115. doi: 10.1016/j.partic.2013.07.006
|
[27] |
KODICHERLA S K. Exploring the Mechanical Behaviour of Granular Materials Considering Particle Shape Characteristics: A Discrete Element Investigation[D]. Liverpool: University of Liverpool, 2021.
|
[28] |
WANG J, GUTIERREZ M. Discrete element simulations of direct shear specimen scale effects[J]. Géotechnique, 2010, 60(5): 395-409. doi: 10.1680/geot.2010.60.5.395
|
[29] |
PENG C, LIU W R, WANG Z. Parameter checking method of large scale particle model[J]. Geotechnical and Geological Engineering, 2021, 39(2): 1533-1540. doi: 10.1007/s10706-020-01574-1
|
1. |
周韬,范永林,陈家嵘,周昌台. 热损伤花岗岩力学劣化特性及损伤演化规律研究. 矿业科学学报. 2024(03): 351-360 .
![]() | |
2. |
梁晓敏,顾晓强,翟崇朴,魏德亨. 颗粒材料各向异性弹性波速与微观组构CT试验研究. 岩土工程学报. 2024(07): 1398-1407 .
![]() | |
3. |
贾鹏,郤保平,李晓科,解瑾,蔡佳豪,高鹏利. 花岗岩非稳态传热破坏过程能量演变规律研究. 岩土力学. 2024(10): 3013-3023+3036 .
![]() | |
4. |
贾宇,翟越,李宇白,谢梓涵,王奥晨,殷溥隆. 不同恒温时间加热下花岗岩冲击压缩力学特性及破碎特征. 中南大学学报(自然科学版). 2024(09): 3494-3504 .
![]() | |
5. |
程才,姚旭龙,张艳博,高光宇,陶志刚,郭斌. 多源数据融合数字岩石模型研究与信息管理平台研发. 矿业研究与开发. 2024(10): 231-238 .
![]() | |
6. |
贾鹏,郤保平,李晓科,解瑾,蔡佳豪. 热作用下花岗岩能量演变的尺度分析. 太原理工大学学报. 2024(06): 1020-1030 .
![]() | |
7. |
解瑾,郤保平,何水鑫,李晓科,蔡佳豪,贾鹏. 青海共和盆地花岗岩细观热损伤研究. 太原理工大学学报. 2024(06): 971-980 .
![]() | |
8. |
李满,刘先珊,潘玉华,乔士豪,郝梓宇,钱磊,罗晓雷. 循环热冲击后裂隙砂岩力学特性试验研究. 岩土力学. 2023(05): 1260-1270 .
![]() | |
9. |
王登科,董博文,魏建平,张力元,张宏图,曹塘根,夏玉玲. 不同冲击速度下含气砂岩损伤-渗流特性试验研究. 煤炭学报. 2023(05): 2138-2152 .
![]() | |
10. |
王萌,于群丁,肖源杰,华文俊,李文奇. 振动荷载下不同级配的基床粗粒土填料孔隙连通性特征研究. 中南大学学报(自然科学版). 2023(11): 4436-4448 .
![]() |