[1] 刘鹏飞,梁树文,郑亮亮.帷幕注浆加固法在高含水率黄土隧道中的应用[J].地下空间与工程学报,2018,14(4):1137-1144.(Liu Pengfei,Liang Shuwen,Zheng Liangliang. Application of curtain grouting reinforcement method in loess tunnel with high moisture cut[J].Chinese Journal of Underground Space and Engineering,2018,14(4):1137-1144.(in Chinese))
[2] 刘洪磊,周靖人,杨天鸿,等.矿山注浆帷幕渗水通道形成过程[J].东北大学学报(自然科学版),2018,39(10):1447-1452.(Liu Honglei, Zhou Jingren, Yang Tianhong, et al. Seepage channel formation process of mine grout curtain[J]. Journal of Northeastern University (Natural Science Edition),2018,39(10):1447-1452. (in Chinese))
[3] 徐博会,丁述理,白峰青.煤矿特大突水事故注浆堵水过程的数值模拟[J].煤炭学报,2010,35(10):1665-1669.(Xu Bohui, Ding Shuli, Bai Fengqing. Numerical simulation of grouting and water plugging process in coal mine extra-large water inrush accident[J].Journal of China Coal Society,2010,35(10):1665-1669. (in Chinese))
[4] 唐亚周,雷进生,马波,等.不同均质度的粘土劈裂注浆特性及效果分析[J].地下空间与工程学报,2020,16(2):547-554.(Tang Yazhou, Lei Jinsheng, Ma Bo, et al. Analysis of clay splitting grouting characteristics and effects of different homogeneities[J].Chinese Journal of Underground Space and Engineering,2020,16(2):547-554. (in Chinese))
[5] 周茗如,钟琳,李少飞,等.基于宾汉体浆液的黄土可控劈裂注浆研究[J].地下空间与工程学报,2023,19(1):200-206.(Zhou Mingru, Zhong Lin, Li Shaofei, et al. Study on controlled splitting grouting of loess based on Binghan slurry[J].Chinese Journal of Underground Space and Engineering,2023,19(1):200-206. (in Chinese))
[6] 邝键政,昝月稳,王杰,等.岩土工程注浆理论与工程实例[M].北京:科学出版社,2001.(Kuang Jianzheng, Zan Yuewen, Wang Jie, et al. Theory and engineering example of grouting in geotechnical engineering [M]. Beijing: Science Press, 2001. (in Chinese))
[7] Liu J, Zhang L, Xue H S, et al.Technique of grouting in silty-fine sand with abundant water: practice in Beijing[J].Geomechanics and Engineering,2022,29(4):463-470.
[8] 房凯,夏唐代,包柳青,等.考虑滤过效应的卵砾石层浆液扩散研究[J].岩石力学与工程学报,2013,32(7):1443-1448.(Fang Kai, Xia Tangdai, Bao Liuqing, et al. Study on the diffusion of gravel layer slurry considering filtration effect [J]. Journal of Rock Mechanics and Engineering, 2013,32 (7): 1443-1448. (in Chinese))
[9] 张庆松,王洪波,刘人太,等.考虑浆液扩散路径的多孔介质渗透注浆机理研究[J].岩土工程学报,2018,40(5):918-924.(Zhang Qingsong, Wang Hongbo, Liu Rentai, et al. Study on the mechanism of porous media infiltration grouting considering the diffusion path of slurry [J]. Journal of Geotechnical Engineering, 2018,40 (5): 918-924. (in Chinese))
[10] 杨志全,卢杰,王渊,等.考虑多孔介质迂回曲折效应的幂律流体柱形渗透注浆机制[J].岩石力学与工程学报,2021,40(2):410-418.(Yang Zhiquan, Lu Jie, Wang Yuan, et al. A power law fluid cylindrical permeability grouting mechanism considering the tortuous effect of porous media [J]. Journal of Rock Mechanics and Engineering, 2021,40 (2): 410-418. (in Chinese))
[11] 陈鑫,袁昌.多孔介质中Bingham型浆液柱状渗透规律研究[J].采矿与安全工程学报,2021,38(4):800-809, 856.(Chen Xin, Yuan Chang. Study on the columnar permeability law of Bingham type slurry in porous media [J]. Journal of Mining and Safety Engineering, 2021,38 (4): 800-809, 856. (in Chinese))
[12] 任克昌.在动水中化学浆液的流动规律和灌浆方法[J].水利水电技术,1982 (7):57-61, 50.(Ren Kechang. Flow pattern and grouting method of chemical slurry in dynamic water [J]. Water Resources and Hydropower Technology, 1982 (7): 57-61, 50. (in Chinese))
[13] 郑卓,杨红鲁,高岩.动水作用下单一裂隙浆液扩散机理研究[J].应用基础与工程科学学报,2022,30 (1):154-165.(Zheng Zhuo, Yang Honglu, Gao Yan. Study on the diffusion mechanism of single fracture slurry under dynamic water action [J]. Journal of Applied Fundamentals and Engineering Science, 2022,30 (1): 154-165. (in Chinese))
[14] 湛铠瑜,隋旺华,高岳.单一裂隙动水注浆扩散模型[J].岩土力学,2011,32 (6):1659-1663, 1689.(Zhan Kaiyu, Sui Wanghua, Gao Yue. A single crack dynamic water injection diffusion model [J]. Geotechnical Mechanics, 2011,32 (6): 1659-1663, 1689. (in Chinese))
[15] Guo Y X, Zhang Q S, Xiao F, et al.Grouting rock fractures under condition of flowing water[J].Carbonates and Evaporites,2020,35: 96.
[16] Yu B M, Li J H.A geometry model for tortuosity of flow path in porous media[J].Chinese Physics Letters,2004,21(8):1569-1571.
[17] 朱定桂,施成华,孙晓贺,等.考虑迂曲度的水泥–水玻璃双液浆柱形渗透机制研究[J].铁道科学与工程学报,2023,20(5):1800-1809.(Zhu Dinggui, Shi Chenghua, Sun Xiaohe, et al. Study on the columnar permeability mechanism of cement-water glass double liquid slurry considering tortuosity [J]. Journal of Railway Science and Engineering, 2023,20 (5): 1800-1809. (in Chinese))
[18] 杨志全,侯克鹏,梁维,等.牛顿流体柱–半球面渗透注浆形式扩散参数的研究[J].岩土力学,2014,35(增2):17-24.(Yang Zhiquan, Hou Kepeng, Liang Wei, et al. Study on diffusion parameters of Newtonian fluid column hemispherical infiltration grouting form [J]. Geotechnical Mechanics, 2014,35 (Supp.2): 17-24. (in Chinese))
[19] 张聪,梁经纬,张箭,等.基于脉动注浆的宾汉流体渗透扩散机制研究[J].岩土力学,2018,39(8):2740-2746, 2754.(Zhang Cong, Liang Jingwei, Zhang Jian, et al. Study on the permeation and diffusion mechanism of bingham fluid based on pulsating grouting [J]. Geotechnical mechanics, 2018,39 (8): 2740-2746, 2754. (in Chinese))
[20] 张伟,陈文义.流体力学[M].天津:天津大学出版社,2009.(Zhang Wei, Chen Wenyi. Fluid Mechanics [M]. Tianjin: Tianjin University Press, 2009. (in Chinese))
[21] 刘文永,王新刚,冯春喜.注浆材料与施工工艺[M].北京:中国建材工业出版社,2008.(Liu Wenyong, Wang Xingang, Feng Chunxi. Grouting materials and construction technology [M]. Beijing: China Building Materials Industry Press, 2008. (in Chinese))
[22] 李传亮,张学磊.管流与渗流的统一 [J].新疆石油地质,2007, 28(2): 252-253.(Li Chuanliang, Zhang Xuelei. Unification of Pipe Flow and Percolation [J]. Xinjiang Petroleum Geology, 2007, 28 (2): 252-253. (in Chinese))
[23] 王雪松.富水砂层渗透注浆扩散机理及工程应用[D].安徽:安徽理工大学,2022. (Wang Xuesong. Diffusion mechanism and engineering application of infiltration grouting in water rich sand layers [D]. Anhui: Anhui University of Science and Technology, 2022. (in Chinese)