裂隙介质注浆模拟试验研究进展
Research Progress on Simulation Test of Grouting in Fractured Media
DOI: 10.12677/hjce.2024.1312252, PDF,   
作者: 马 爽, 贾明慧：华北水利水电大学地球科学与工程学院，河南 郑州；梁艳坤：华北水利水电大学地球科学与工程学院，河南 郑州；华北水利水电大学岩土工程与水工结构重点实验室，河南 郑州
关键词: 注浆；注浆理论；模拟试验；裂隙介质；研究进展；Grouting； Grouting Theory； Simulation Experiment； Fractured Medium； Research Progress
摘要: 由于岩体注浆的隐蔽性和不确定性，使得实际注浆工程在设计和施工过程中具有极大的盲目性，室内模拟试验成为研究其过程的主要途径。文章介绍了裂隙介质注浆基于是否考虑浆液黏度时变性假设的理论计算方法，阐述了在平板裂隙试验平台的基础上，开发利用裂隙网络注浆试验平台进行裂隙介质注浆室内模拟试验的重要性，介绍了注浆过程中浆液注浆扩散性能和加固效果影响因素的研究现状、注浆压力和被注岩体内部压力对浆液渗流规律的影响、渗透稳定性和堵水效果的研究进展，并对裂隙介质注浆模拟试验的未来研究方向进行了展望。
Abstract: Due to the concealment and uncertainty of rock mass grouting, the actual grouting engineering has great blindness in the design and construction process, and indoor simulation tests have become the main way to study its process. This article introduces the theoretical calculation method of grouting in fractured media based on the assumption of considering the time-varying viscosity of the slurry. It elaborates on the importance of developing and utilizing a fracture network grouting test platform for indoor simulation tests of fractured media grouting on a flat fracture test platform. The article also describes the research status of the diffusion performance and reinforcement effect influencing factors of slurry grouting during the grouting process, the influence of grouting pressure and internal pressure of the injected rock on the seepage law of the slurry, research progress on permeability stability and water blocking effect, and prospected the future research directions of grouting simulation tests in fractured media.
文章引用：马爽, 贾明慧, 梁艳坤. 裂隙介质注浆模拟试验研究进展[J]. 土木工程, 2024, 13(12): 2292-2302. https://doi.org/10.12677/hjce.2024.1312252

参考文献

[1] Baker, C. (1974) Comments on Paper Rock Stabilization in Rock Mechanics. Springer-Verlag.
[2] 刘嘉材. 裂缝注浆扩散半径研究[C]//中国水利水电科学院科学研究论文集. 北京: 水利电力出版社, 1982.
[3] Lombardi, G. 水泥注浆浆液是稠好还是稀好[C]//现代注浆技术译文集. 北京: 水利电力出版社, 1991.
[4] Wittke, W. 采用膏状稠水泥浆注浆新技术[M]. 北京: 水利电力出版社, 1991.
[5] 石达民, 吴理云. 关于注浆参数研究的一点探索[J]. 矿山技术, 1986(2): 14-16.
[6] Qi, J.F. (2015) An Experimental Investigation of Grouting for Controlling Water and Sand Inrush in Rock Fracture. China University of Mining and Technology.
[7] Ruan, W.J. (2005) Spreading Model of Grouting in Rock Mass Fissures Based on Time-Dependent Behavior of Viscosity of Cement-Based Grouts. Chinese Journal of Rock Mechanics and Engineering, 24, 2709-2714.
[8] 孙振洋. 砂岩裂隙注浆浆液扩散机理及影响因素研究[J]. 中国煤炭地质, 2022, 34(7): 28-33.
[9] Sun, F., Zhang, D. and Chen, T.L. (2011) Fracture Grouting Mechanism in Tunnels Based on Time-Dependent Behaviors of Grout. Chinese Journal of Geotechnical Engineering, 33, 88-93.
[10] 沈君, 刘保国, 陈景, 李亚非, 程寅, 宋宇辉. 绿岩裂隙注浆体力学特性试验研究[J]. 岩石力学与工程学报, 2020, 39(S1): 2804-2817.
[11] Yang, M.J., Chen, M.X. and He, Y.N. (2001) Current Research State of Grouting Technology and Its Development Direction in Future. Chinese Journal of Rock Mechanics and Engineering, 20, 839-841.
[12] Sheng, J. (2006) Fully Coupled Thermo-Hydro-Mechanical Model of Saturated Porous Media and Numerical Modelling. Chinese Journal of Rock Mechanics and Engineering, 25, 3028-3033.
[13] 范佳俊. 高放废物处置库北山预选区裂隙岩体注浆特性研究[D]: [硕士学位论文]. 北京: 中国矿业大学, 2015.
[14] Gustafson, G., Claesson, J. and Fransson, Å. (2013) Steering Parameters for Rock Grouting. Journal of Applied Mathematics, 2013, 1-9. [Google Scholar] [CrossRef] 
[15] El Tani, M. (2012) Grouting Rock Fractures with Cement Grout. Rock Mechanics and Rock Engineering, 45, 547-561. [Google Scholar] [CrossRef] 
[16] Kang, Y., Liu, Q., Gong, G. and Wang, H. (2014) Application of a Combined Support System to the Weak Floor Reinforcement in Deep Underground Coal Mine. International Journal of Rock Mechanics and Mining Sciences, 71, 143-150. [Google Scholar] [CrossRef] 
[17] Liu, Q.S., Lei, G.F., Lu, C.B., et al. (2017) Experimental Study of Grouting Reinforcement Influence on Mechanical Properties of Rock Fracture. Chinese Journal of Rock Mechanics and Engineering, 36, 3140-3147.
[18] 袁敬强, 陈卫忠, 于建新, 郑朋强, 杨帆. 静水条件下浆液粘度时变特性与微观结构研究[J]. 地下空间与工程学报, 2016, 12(5): 1264-1270.
[19] Zou, L., Håkansson, U. and Cvetkovic, V. (2018) Two-Phase Cement Grout Propagation in Homogeneous Water-Saturated Rock Fractures. International Journal of Rock Mechanics and Mining Sciences, 106, 243-249. [Google Scholar] [CrossRef] 
[20] Ruan, W.J. (2005) Research on Diffusion of Grouting and Basic Properties of Grouts. Chinese Journal of Geotechnical Engineering, 27, 69-73.
[21] Zhang, X. (2011) Study on Mechanism of Slurry Diffusion and Sealing at the Process of Underground Engineering Moving Water Grouting and Its Application. Shandong University.
[22] Luo, P.P., Li, Z.P., Fan, B., et al. (2010) Theoretical Study on Flow Model for Tilted Single Fracture Binghamian Grout. Shandong University of Science and Technology, 29, 43-47.
[23] 李华茂, 梁幸福, 黄小广. 椭圆形裂隙渗透注浆模拟试验研究[J]. 人民黄河, 2010, 32(4): 128-129.
[24] Zhang, Q., Zhang, L., Zhang, X., et al. (2015) Grouting Diffusion in a Horizontal Crack Considering Temporal and Spatial Variation of Viscosity. Chinese Journal of Rock Mechanics and Engineering, 34, 1198-1210.
[25] Sui, W., Liu, J., Hu, W., Qi, J. and Zhan, K. (2015) Experimental Investigation on Sealing Efficiency of Chemical Grouting in Rock Fracture with Flowing Water. Tunnelling and Underground Space Technology, 50, 239-249. [Google Scholar] [CrossRef] 
[26] Zhan, K.Y., Sui, W.H. and Wang, W.X. (2012) Correlation Analysis of Seepage Pressure and Water Plugging Effect during Grouting into a Fracture with Flowing Water. Rock and Soil Mechanics, 33, 2650-2655.
[27] Ding, W., Duan, C. and Zhang, Q. (2020) Experimental and Numerical Study on a Grouting Diffusion Model of a Single Rough Fracture in Rock Mass. Applied Sciences, 10, Article 7041. [Google Scholar] [CrossRef] 
[28] Yang, P., Liu, Y., Gao, S. and Xue, S. (2020) Experimental Investigation on the Diffusion of Carbon Fibre Composite Grouts in Rough Fractures with Flowing Water. Tunnelling and Underground Space Technology, 95, Article 103146. [Google Scholar] [CrossRef] 
[29] Liang, Y., Sui, W. and Qi, J. (2019) Experimental Investigation on Chemical Grouting of Inclined Fracture to Control Sand and Water Flow. Tunnelling and Underground Space Technology, 83, 82-90. [Google Scholar] [CrossRef] 
[30] Wang, X., Xiao, F., Zhang, Q., Zhou, A. and Liu, R. (2021) Grouting Characteristics in Rock Fractures with Rough Surfaces: Apparatus Design and Experimental Study. Measurement, 184, Article 109870. [Google Scholar] [CrossRef] 
[31] Liu, B., Sang, H.M., Kang, Y.S., et al. (2020) Development of Grouting Simulation Test System for Rock Mass Fracture Network and Its Application. Chinese Journal of Rock Mechanics and Engineering, 39, 540-549.
[32] 杨米加, 贺永年, 陈明雄. 裂隙岩体网络注浆渗流规律[J]. 水利学报, 2001(7): 41-46.
[33] Ke, Z., Fei, Q.I., et al. (2020) Deformation and Fracturing Characteristics of Fracture Network Model and Influence of Filling Based on 3D Printing and DIC Technologies. Rock and Soil Mechanics, 41, Article 2555.
[34] Wang, P.T., Liu, Y., Zhang, L., et al. (2018) Preliminary Experimental Study on Uniaxial Compressive Properties of 3D Printed Fractured Rock Models. Chinese Journal of Rock Mechanics and Engineering, 37, 364-373.
[35] Cui, W., Wang, L.X., Jiang, Z., et al. (2021) Numerical Simulation of Grouting Process in Rock Mass with Rough Fracture Network Based on Corrected Cubic Law. GeoTech Mechanical, 42, 2250-2258.
[36] Liu, Q.S., Wu, Y.X. and Liu, X.Y. (2008) Computer Simulation of 2D Rough Joint Network. Proceedings of the 2nd Academic Seminar on Waste Underground Disposal, 6.
[37] Wu, Y.X. (2010) Modelling Rough Joint Network and Study on Hydro-Mechanical Behavior of Fractured Rock Mass. Graduate School of Academy of Sciences.
[38] Moon, H.K. and Song, M.K. (1997) Numerical Studies of Groundwater Flow, Grouting and Solute Transport in Jointed Rock Mass. International Journal of Rock Mechanics and Mining Sciences, 34, 206.e1-206.e13. [Google Scholar] [CrossRef] 
[39] Yu, W.S., Li, P., Zhang, X., et al. (2014) Model Test Research on Hydrodynamic Grouting for Single Fracture with Variable Inclinations. Rock and Soil Mechanics, 35, 2137-2143.
[40] 贾赫扬, 李晓龙, 逯林方, 马强, 张蓓, 钟燕辉. 基于聚合反应机理的膨胀型高聚物浆液平面裂隙注浆仿真方法研究[J]. 土木工程学报, 2022, 55(11): 50-61.
[41] 詹志明. 机械开挖岩体裂隙注浆扩散模型分析[J]. 兰州工业学院学报, 2022, 29(2): 46-51.
[42] 屈浩. 透明裂隙介质注浆扩散机理试验研究[D]: [硕士学位论文]. 北京: 中国矿业大学, 2016.
[43] Zhang, G.L., Zhan, K.Y. and Sui, W.H. (2011) Experimental Investigation of the Impact of Flow Velocity on Grout Propagation during Chemical Grouting into a Fracture with Flowing Water. Journal of China Coal Society, 36, 403-406.
[44] Wang, Q., Feng, Z., Wang, L., et al. (2016) Numerical Analysis of Grouting Radius and Grout Quantity in Fractured Rock Mass. Journal of China Coal Society, 41, 2588-2595.
[45] Zhang, L.Z., Zhang, Q.S., Liu, R.T., et al. (2018) Grouting Mechanism in Fractured Rock Considering Slurry-Rock Stress Coupling Effects. Chinese Journal of Geotechnical Engineering, 40, 2003-2011.
[46] Yang, M.J., Chen, M.X. and He, Y.N. (2001) Simulating Experiment for Grouting Seepage in Rock Mass. Journal of Experimental Mechanics, 16, 105-112.
[47] Miao, T., Yu, B., Duan, Y. and Fang, Q. (2015) A Fractal Analysis of Permeability for Fractured Rocks. International Journal of Heat and Mass Transfer, 81, 75-80. [Google Scholar] [CrossRef] 
[48] Alalaimi, M., Lorente, S., Wechsatol, W. and Bejan, A. (2015) The Robustness of the Permeability of Constructal Tree-Shaped Fissures. International Journal of Heat and Mass Transfer, 90, 259-265. [Google Scholar] [CrossRef] 
[49] Li, B., Wang, J.F., Liu, R.C., et al. (2021) Deformation, Failure and Nonlinear Flow Characteristics of a Fracture Subject to Normal Stress and Shear Displacement. Advanced Engineering Sciences, 53, 103-112.
[50] Di, S., Jia, C., Qiao, W., Yu, W. and Li, K. (2017) Theoretical and Experimental Investigation of Characteristics of Single Fracture Stress-Seepage Coupling Considering Microroughness. Mathematical Problems in Engineering, 2017, Article ID: 6431690. [Google Scholar] [CrossRef] 
[51] 张凯文. 微裂隙注浆浆液渗流特性试验研究[D]: [硕士学位论文]. 北京: 中国矿业大学, 2019.
[52] Sun, W.B., Xue, Y.C., Yin, L.M., et al. (2019) Experimental Study on Seepage Characteristics of Large Size Rock Specimens under Three-Dimensional Stress. Geomechanics and Engineering, 18, 567-574.
[53] Zhang, C., Li, S.G. and Qiang Z. (2015) Numerical Simulation on Permeation Laws of Grouting in Coal and Rock Fracture. Safety In Coal Mines, 46, Article No. 19.
[54] Yang, Z.Q., Hou, K.P., Guo, T.T., et al. (2011) Study of Column-Hemispherical Penetration Grouting Mechanism Based on Bingham Fluid of Time-Dependent Behavior of Viscosity. Rock and Soil Mechanics, 32, 2697-2703.
[55] 李畅. 注浆参数与富水裂隙围岩隧洞应力场——渗流场的关系研究[D]: [硕士学位论文]. 重庆: 重庆交通大学, 2021.
[56] Mu, W., Li, L., Yang, T., Yu, G. and Han, Y. (2019) Numerical Investigation on a Grouting Mechanism with Slurry-Rock Coupling and Shear Displacement in a Single Rough Fracture. Bulletin of Engineering Geology and the Environment, 78, 6159-6177. [Google Scholar] [CrossRef] 
[57] Liu, Q.S., Lu, C.B., et al. (2016) Experimental Study on Mechanical Properties of Mudstone Fracture before and after Grouting. Journal of Mining and Safety Engineering, 33, Article 509.
[58] 苏培莉. 裂隙煤岩体注浆加固渗流机理及其应用研究[D]: [博士学位论文]. 西安: 西安科技大学, 2010.
[59] Huang, K. (2011) Study on Tunnel Grouting Reinforcement Theory and Its Application in Fractured Rock. Central South University.
[60] 王强. 潞安矿区破碎煤岩体注浆加固技术研究及工程应用[D]: [博士学位论文]. 北京: 煤炭科学研究总院, 2018.
[61] Cording, E.J., Hashash, Y.M.A. and Oh, J. (2015) Analysis of Pillar Stability of Mined Gas Storage Caverns in Shale Formations. Engineering Geology, 184, 71-80. [Google Scholar] [CrossRef] 
[62] Zhao, F.L., Shu, C.L., et al. (2017) Grouting Reinforcement Experiment for Water-Rich Broken Rock Mass. Chinese Journal of Rock Mechanics and Engineering, 36, 199-207.
[63] Liu, Q., Lei, G., Peng, X., Lu, C. and Wei, L. (2017) Rheological Characteristics of Cement Grout and Its Effect on Mechanical Properties of a Rock Fracture. Rock Mechanics and Rock Engineering, 51, 613-625. [Google Scholar] [CrossRef] 
[64] Le, H.-L. and Shao, R.S. (2018) Effect of Grouting Materials and Inclination Angle of Pre-Existing Flaw on Uniaxial Compressive Strength and Failure Mode of Rock-Like Specimens. Rock and Soil Mechanics, 39, 211-219.
[65] 梁秀娟, 迟宝明, 王文科, 等. 专门水文地质学[M]. 北京: 科学出版社化学与资源环境分社, 2016.
[66] Tian, Y., Liu, Q., Ma, H., Liu, Q. and Deng, P. (2018) New Peak Shear Strength Model for Cement Filled Rock Joints. Engineering Geology, 233, 269-280. [Google Scholar] [CrossRef] 
[67] 杨红鲁. 裂隙岩体注浆作用下变形与加固机理及应用[D]: [硕士学位论文]. 济南: 山东大学, 2019.
[68] Wang, Z., Li, L. and Wang, C. (2018) Experimental Study on Failure of Cracked Rock-Like Material after Grouting Reinforcement. Journal of Central South University, 49, 957-963.
[69] Feng, Y.A. and Fu, X.J. (2009) Analysis of the Factors Influencing the Grouting Reinforcement Effects of Fractured Rock Mass. Metal Mine, 39, Article No. 14.
[70] 许延春, 李昆奇, 谢小锋, 刘世奇, 吕斌. 裂隙岩体损伤的注浆加固效果试验[J]. 西安科技大学学报, 2017, 37(1): 26-31.
[71] Du, X., Fang, H., Wang, S., Xue, B. and Wang, F. (2021) Experimental and Practical Investigation of the Sealing Efficiency of Cement Grouting in Tortuous Fractures with Flowing Water. Tunnelling and Underground Space Technology, 108, Article 103693. [Google Scholar] [CrossRef] 
[72] 方良. 基于Fluent的裂隙注浆浆液流动特性研究[D]: [硕士学位论文]. 焦作: 河南理工大学, 2014.
[73] 覃祥瑞. 岩体粗糙裂隙动水注浆扩散规律研究[D]: [硕士学位论文]. 西安: 西安科技大学, 2021.
[74] Zheng, G.S. (2018) Investigation on the Propagation and Sealing Efficiency of Grouting in Fracture Network with Flowing Water. China University of Mining and Technology.
[75] Jin, L., Sui, W. and Xiong, J. (2019) Experimental Investigation on Chemical Grouting in a Permeated Fracture Replica with Different Roughness. Applied Sciences, 9, Article 2762. [Google Scholar] [CrossRef] 
[76] Zhang, D.Y. (2018) Investigation on Coupling Mechanism of Multi-Fields for Grouting Diffusion in Fractured Rock Mass with Flowing Water. China University of Mining and Technology.
[77] 朱合轩. 深部随机开度裂隙岩体渗透注浆扩散机理研究[D]: [博士学位论文]. 北京: 中国矿业大学, 2022.
[78] Sha, F., Li, S.C., Lin, C.J., et al. (2019) Research on Penetration Grouting Diffusion Experiment and Reinforcement Mechanism for Sandy Soil Porous Media. Rock and Soil Mechanics, 40, 4259-4269.
[79] 许昌毓, 韩立军, 田茂霖, 王亚洁. 耦合注浆加固机理及围岩力学参数位移反分析[J]. 煤矿安全, 2020, 51(11): 155-160.
[80] Kim, J., Chong, S. and Cho, G. (2018) Experimental Characterization of Stress and Strain-Dependent Stiffness in Grouted Rock Masses. Materials, 11, Article 524. [Google Scholar] [CrossRef] [PubMed]

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