Journal of Shandong University(Engineering Science) ›› 2024, Vol. 54 ›› Issue (4): 106-114.doi: 10.6040/j.issn.1672-3961.0.2023.183

• Civil Engineering • Previous Articles     Next Articles

Grout diffusion law for grouting reinforcement of loose foundation based on MatDEM

GUO Jing1, ZHAO Zhenhua2, MA Mengyuan3, SHI Changyuan3, YAO Zhanyong3, ZHAO Qiuhong2, YAO Kai3*   

  1. 1. Jinan Urban Construction Group Co., Ltd., Jinan 250014, Shandong, China;
    2. Jinan Yellow River Road and Bridge Construction Group Co., Ltd., Jinan 250013, Shandong, China;
    3. School of Qilu Transportation, Shandong University, Jinan 250002, Shandong, China
  • Published:2024-08-20

CLC Number: 

  • TV543+1
[1] 胡瑞军. 高压喷浆技术在公路养护中的应用[J].运输经理世界,2022(15):116-118. HU Ruijun. Application of high-pressure grouting technology in highway maintenance[J]. Transport Manager World, 2022(15):116-118.
[2] LU Haifeng. Application of dynamic compaction and high-pressure grouting in special geological foundation treatment engineering[J]. Jiangxi Building Materials, 2023(2):236-238.
[3] 蒋明镜. 现代土力学研究的新视野:宏微观土力学[J]. 岩土工程学报,2019,41(2):195-254. JIANG Mingjing. A new perspective on modern soil mechanics research-macro and micro soil mechanics[J]. Journal of Geotechnical Engineering, 2019, 41(2):195-254.
[4] 邓开鸿. 高压旋喷桩的成桩机理和挤土效应研究[D]. 广州: 华南理工大学, 2012. DENG Kaihong. Research on the formation mechanism and squeezing effect of high pressure jet grouting pile[D]. Guangzhou: South China University of Technology, 2012.
[5] 周子龙,赵云龙,陈钊,等. 基于颗粒流方法的土体压密喷浆细观机理[J].中南大学学报(自然科学版),2017,48(2):465-472. ZHOU Zilong, ZHAO Yunlong, CHEN Zhao, et al. Microscopic mechanism of soil compaction spraying based on particle flow method[J]. Journal of Central South University(Natural Science Edition), 2017, 48(2): 465-472.
[6] 尤田,刘军,吴玉勤,等. 富水粉细砂地层喷浆三维颗粒流数值模拟分析[J]. 市政技术,2015,33(6):68-71. YOU Tian, LIU Jun, WU Yuqin, et al. Numerical simulation analysis of three-dimensional particle flow in spray grouting of water rich fine sand formations[J]. Municipal Technology, 2015, 33(6): 68-71.
[7] 胡焕校,王文进,刘猛. 复合膏浆渗透扩散的二维离散元模拟分析[J].水资源与水工程学报,2016,27(5):198-202. HU Huanxiao, WANG Wenjin, LIU Meng. Two-dimensional discrete element simulation analysis of permeation diffusion in composite paste[J]. Journal of Water Resources and Water Engineering, 2016, 27(5): 198-202.
[8] SUDIP Shakya, SHINYA Inazumi, SUPAKIJ Nontan-anandh. Potential of computer-aided engineering in the design of ground-improvement technologies[C] // Grouting 2022: Grouting and Ground Treatment, ASCE. Florida, USA: ASCE, 2003: 198-217.
[9] 国家能源局. 水电水利工程高压喷射灌浆技术规范:DL/T5200—2019 [ S]. 北京: 中国电力出版社, 2019. National Energy Administration. Technical specification for high pressure jet grouting in hydroelectric and hydraulic engineering: DL/T5200—2019 [S]. Beijing: China Electric Power Press, 2019.
[10] 彭岩岩,刘宇航,王天佐,等. 数值模拟实验在岩土工程中的应用与展望[J]. 绍兴文理学院学报(自然科学),2018,38(2):39-44. PENG Yanyan, LIU Yuhang, WANG Tianzuo, et al. Application and prospect of numerical simulation experiments in geotechnical engineering[J]. Journal of Shaoxing University of Arts and Sciences(Natural Science), 2018, 38(2):39-44.
[11] KLOSS C, GONIVA C, HAGER A, et al. Models, algorithms and validation for opensource DEM and CFD-DEM[J]. Progress in Computational Fluid Dynamics, an International Journal, 2012, 12(2/3):140.
[12] NOROUZI H R, ZARGHAMI R, SOTUDEHGHARE-BAGH R, et al. Coupled CFD-DEM modeling: formulation, implementation and application to multiphase flows[M]. New Jersey, USA: Wiley-Blackwell, 2016.
[13] 戴轩,郑刚,程雪松,等. 基于DEM-CFD方法的基坑工程漏水漏砂引发地层运移规律的数值模拟[J]. 岩石力学与工程学报,2019,38(2):396-408. DAI Xuan, ZHENG Gang, CHENG Xuesong, et al. Numerical simulation of formation migration caused by water and sand leakage in foundation pit engineering based on DEM-CFD method[J]. Journal of Rock Mechanics and Engineering, 2019, 38(2): 396-408.
[14] 卞跃威,张小龙,袁甲,等. 基于CFD-DEM方法的砂土注浆微观机理研究[J]. 现代隧道技术,2020,57(增刊1):528-534. BIAN Yuewei, ZHANG Xiaolong, YUAN Jia, et al. Research on the microscopic mechanism of sand spray based on CFD-DEM method in modern tunnel technology[J]. Modern Tunnel Technology, 2020, 57(Suppl.1):528-534.
[15] 郭照立,郑楚光. 格子BOLTZMANN方法的原理及应用[M]. 北京:科学出版社, 2009:201-216. GUO Zhaoli, ZHENG Chuguang. Principle and application of lattice BOLTZMANN method[M]. Beijing: Science Press, 2009:201-216.
[16] 浦海, 郭世儒, 刘德俊, 等. 基于LBM-DEM耦合方法的突水溃砂运移规律研究[J]. 煤炭科学技术, 2021,49(2):206-216. PU Hai, GUO Shiru, LIU Dejun, et al. Study on the transport law of sudden water and sand burst based on LBM-DEM coupling method[J]. Coal Science and Technology, 2021, 49(2):206-216.
[17] 金磊,曾亚武,程涛,等.隧道突泥破坏的耦合格子Boltzmann-离散元法模拟[J].岩土工程学报, 2021,43(6):1000-1009. JIN Lei, ZENG Yawu, CHENG Tao, et al. Coupled lattice Boltzmann discrete element method simulation of tunnel mud burst failure[J]. Journal of Geotechnical Engineering, 2021, 43(6):1000-1009.
[18] HAN Y, CUNDALL P A. LBM-DEM modeling of fluid-solid interaction in porous media[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2013, 37(10):1391-1407.
[19] ROBINSON M J, LUDING S, RAMAIOLI M. Fluid-particle flow simulations using two-way-coupled mesoscale SPH-DEM and validation[J]. International Journal of Multiphase Flow, 2014, 59(2):121-134.
[20] SHEN S L, WANG Z F, YANG J, et al. Generalized approach for prediction of jet grout column diameter[J]. Journal of Geotechnical & Geoenvironmental Engin-eering, 2013, 139(12): 2060.
[21] FLORA A, MODONI G, LIRER S, et al. The diameter of single, double and triple fluid jet grouting columns: prediction method and field trial results[J]. Geotechnique, 2013, 63(11): 934-945.
[22] 刘春. 颗粒离散元法工程应用的三大问题探讨[J].岩石力学与工程学报, 2020, 39(6):1142-1152. LIU Chun. Exploration of three major issues in the engineering application of particle discrete element method[J]. Journal of Rock Mechanics and Engineering, 2020, 39(6): 1142-1152.
[23] 秦岩, 刘春, 张晓宇. 基于MatDEM的砂土侧限压缩试验离散元模拟研究[J]. 地质力学学报, 2018, 24(5):676-681. QIN Yan, LIU Chun, ZHANG Xiaoyu. Discrete element simulation study of sand lateral compression test based onMatDEM[J]. Journal of Geomechanics, 2018, 24(5): 676-681.
[24] 朱遥, 刘春, 刘辉, 等. 颗粒形态对砂土抗剪强度影响的试验和离散元数值模拟[J].工程地质学报, 2020, 28(3):490-499. ZHU Yao, LIU Chun, LIU Hui, et al. Experimental and discrete element numerical simulation of the effect of particle morphology on the shear strength of sandy soil[J]. Journal of Engineering Geology, 2020, 28(3): 490-499.
[25] 刘春. 地质与岩土工程矩阵离散元分析[M]. 北京:科学出版社, 2020:66-70. LIU Chun. Discrete element analysis of geological and geotechnical engineering matrices[M]. Beijing: Science Press, 2020:66-70.
[26] 刘春. 基于孔隙密度流的岩土体离散元流固耦合数值模拟方法: CN 110263362 A[P]. 2019-04-25.
[27] YUAN C, CHAREYRE B. A pore-scale method for hydromechanical coupling in deformable granularmedia[J]. Computer Methods in Applied Mechanics and Engineering, 2017, 318:1066-1079.
[28] VLEESHAUWE R P, MAERTEN S. Jet grouting:state of the art in Belgium[J]. Ground Improvement Geosystems, 2000(4):145-156.
[29] DABBAGH A A, GONZALEZ A S, PENA A S. Soil erosion by a continuous water jet[J].Soils Found,2002, 42(5):1-13.
[30] 王志丰, 沈水龙, 许烨霜. 基于圆形断面自由紊动射流理论的旋喷桩直径计算方法[J]. 岩土工程学报, 2012, 34(10):1957-1960. WANG Zhifeng, SHEN Shuilong, XU Yeshuang. A diameter calculation method for rotary jet piles based on the theory of free turbulent jet flow in circular cross-sections[J]. Journal of Geotechnical Engineering, 2012, 34(10):1957-1960.
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