Volume 40 Issue 1
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YAO Yuan, LIU Wei, LIU Yingjing, CHEN Cheng, LIANG Jiaxin. Performance improvement of shield synchronous grouting slurry based on multi-objective optimization[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2026, 40(1): 120-131. doi: 10.20265/j.cnki.issn.1007-2993.2024-0613
Citation: YAO Yuan, LIU Wei, LIU Yingjing, CHEN Cheng, LIANG Jiaxin. Performance improvement of shield synchronous grouting slurry based on multi-objective optimization[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2026, 40(1): 120-131. doi: 10.20265/j.cnki.issn.1007-2993.2024-0613
shu

Performance improvement of shield synchronous grouting slurry based on multi-objective optimization

doi: 10.20265/j.cnki.issn.1007-2993.2024-0613
  • 1.

    School of Rail Transportation, Soochow University, Suzhou 215131, Jiangsu, China

  • 2.

    Shanghai Urban Construction Municipal Engineering (Group) Co., Ltd., Shanghai 200065, China

  • 3.

    Zhongtian Construction Group Co., Ltd., Hangzhou 310002, Zhejiang, China

  • 4.

    Institute of Intelligent Manufacturing and Smart Transportation, Suzhou City University, Suzhou 215104, Jiangsu, China

  • 5.

    College of Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, Shanxi, China

  • Received Date: 2024-12-30
  • Accepted Date: 2025-03-06
  • Rev Recd Date: 2025-02-10
  • Publish Date: 2026-02-06
    Abstract
  • During the synchronous grouting process of shield tunneling, problems such as grout dilution and segregation are prone to occur. By analyzing actual engineering cases and determining the range of orthogonal design ratios, laboratory experiments were conducted. The experimental results were analyzed using SPSS and MINITAB, and the MATLAB multi-objective optimization tool was employed to study the optimization of grout ratios that meet the requirements of shield tunnel synchronous grouting engineering. The analysis showed that the water-cement ratio ranges from 0.6 to 0.9, the cement-sand ratio ranges from 0.4 to 1.0, the bentonite-water ratio ranges from 0.1 to 0.3, and the fly ash-cement ratio ranges from 0.2 to 0.6. The water-cement ratio significantly affects density and consistency, the bentonite-water ratio primarily influences fluidity, bleeding rate, and consolidation shrinkage rate, and the fly ash-cement ratio has a notable impact on setting time and strength. The regression formula for the grouts fits well and could be used for ratio optimization. Compared with the fmincon function of the MATLAB toolbox solver, the precision of the optimization results from the improved multi-objective genetic algorithm (Non-dominated Sorting Genetic Algorithm II) is higher. The optimal grout ratio obtained after optimization is a water-cement ratio of 0.60, a cement-sand ratio of 0.87, a bentonite-water ratio of 0.25, and a fly ash-cement ratio of 0.60. Based on this, a validation analysis was conducted on a shield section of Beijing Metro Line 12. The results indicated that, compared to the existing scheme, the grout based on multi-objective optimization of the ratios shows better performance in controlling ground deformation.

     

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    • References(19)
  • [1]
    《中国公路学报》编辑部. 中国交通隧道工程学术研究综述·2022[J]. 中国公路学报, 2022, 35(4): 1-40. (Editorial Department of China Journal of Highway and Transport. Review on China's traffic tunnel engineering research: 2022[J]. China Journal of Highway and Transport, 2022, 35(4): 1-40. (in Chinese) doi: 10.3969/j.issn.1001-7372.2022.04.001

    Editorial Department of China Journal of Highway and Transport. Review on China's traffic tunnel engineering research: 2022[J]. China Journal of Highway and Transport, 2022, 35（4）: 1-40. (in Chinese) doi: 10.3969/j.issn.1001-7372.2022.04.001
    [2]
    LIU W, LIANG J X, XU T. Tunnelling-induced ground deformation subjected to the behavior of tail grouting materials[J]. Tunnelling and Underground Space Technology, 2023, 140: 105253. doi: 10.1016/j.tust.2023.105253
    [3]
    魏广造, 王余德, 李俊青, 等. 合肥地铁盾构施工浆液配比优化试验研究[J]. 西安科技大学学报, 2015, 35(5): 611-616. (WEI G Z, WANG Y D, LI J Q, et al. Synchronous grouting material optimization of the shield construction in Hefei subway[J]. Journal of Xi'an University of Science and Technology, 2015, 35(5): 611-616. (in Chinese)

    WEI G Z, WANG Y D, LI J Q, et al. Synchronous grouting material optimization of the shield construction in Hefei subway[J]. Journal of Xi'an University of Science and Technology, 2015, 35（5）: 611-616. (in Chinese)
    [4]
    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(S1): 126-132. (LI P N, YING X, SHI L, 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)

    LI P N, YING X, SHI L, 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)
    [5]
    李 涛, 王颖轶, 黄醒春. 基于冲击映像法盾构同步注浆效果检测与评价[J]. 地下空间与工程学报, 2022, 18(6): 1962-1967,1978. (LI T, WANG Y Y, HUANG X C. Detection and evaluation of shield synchronous grouting effect based on impact image method[J]. Chinese Journal of Underground Space and Engineering, 2022, 18(6): 1962-1967,1978. (in Chinese)

    LI T, WANG Y Y, HUANG X C. Detection and evaluation of shield synchronous grouting effect based on impact image method[J]. Chinese Journal of Underground Space and Engineering, 2022, 18（6）: 1962-1967,1978. (in Chinese)
    [6]
    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 J H. Study on the proportion of backfill-grouting materials and grout deformation properties of shield tunnel[D]. Nanjing: Hohai University, 2006. (in Chinese)

    LIANG J H. Study on the proportion of backfill-grouting materials and grout deformation properties of shield tunnel[D]. Nanjing: Hohai University, 2006. (in Chinese)
    [7]
    梁小英. 富水地层盾构施工同步注浆材料性能及配合比设计研究[D]. 西安: 长安大学, 2009. (LIANG X Y. Study of material performance and material ratio design in synchronized grouting technology for shield tunneling on watery strata[D]. Xi’an: Chang’an University, 2009. (in Chinese)

    LIANG X Y. Study of material performance and material ratio design in synchronized grouting technology for shield tunneling on watery strata[D]. Xi’an: Chang’an University, 2009. (in Chinese)
    [8]
    刘 玮, 谢佳伟, 赖友君, 等. 富水复合砂层大直径盾构掘进同步注浆性能配比试验研究[J]. 铁道标准设计, 2018, 62(4): 141-145. (LIU W, XIE J W, LAI Y J, et al. Experimental study on the optimization of mixture ratio of synchronous grouting for large-diameter shield tunneling in water-rich sandy ground[J]. Railway Standard Design, 2018, 62(4): 141-145. (in Chinese)

    LIU W, XIE J W, LAI Y J, et al. Experimental study on the optimization of mixture ratio of synchronous grouting for large-diameter shield tunneling in water-rich sandy ground[J]. Railway Standard Design, 2018, 62（4）: 141-145. (in Chinese)
    [9]
    张 箭, 金俊杰, 丰土根, 等. 土压平衡盾构渣土浆液配比优化研究[J]. 岩土工程学报, 2023, 45(4): 748-757. (ZHANG J, JIN J J, FENG T G, et al. Optimization of mixture ratio of muck grout by earth pressure balance shield machine[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(4): 748-757. (in Chinese) doi: 10.11779/CJGE20220024

    ZHANG J, JIN J J, FENG T G, et al. Optimization of mixture ratio of muck grout by earth pressure balance shield machine[J]. Chinese Journal of Geotechnical Engineering, 2023, 45（4）: 748-757. (in Chinese) doi: 10.11779/CJGE20220024
    [10]
    赵一民. 基于沥青集料粉尘的同步注浆浆液性能及地表沉降控制研究[D]. 济南: 山东大学, 2022. (ZHAO Y M. Research on performance of synchronous grouting slurry and control of surface settlement based on Asphalt Aggregate Dust[D]. Ji’nan: Shandong University, 2022. (in Chinese)

    ZHAO Y M. Research on performance of synchronous grouting slurry and control of surface settlement based on Asphalt Aggregate Dust[D]. Ji’nan: Shandong University, 2022. (in Chinese)
    [11]
    李立涛, 高 谦, 杨志强, 等. 矿用充填胶凝材料激发剂配比智能优化决策[J]. 哈尔滨工业大学学报, 2019, 51(10): 137-143. (LI L T, GAO Q, YANG Z Q, et al. Intelligent optimization for the activator proportion of filling cementitions material[J]. Journal of Harbin Institute of Technology, 2019, 51(10): 137-143. (in Chinese) doi: 10.11918/j.issn.0367-6234.201806028

    LI L T, GAO Q, YANG Z Q, et al. Intelligent optimization for the activator proportion of filling cementitions material[J]. Journal of Harbin Institute of Technology, 2019, 51（10）: 137-143. (in Chinese) doi: 10.11918/j.issn.0367-6234.201806028
    [12]
    韩 斌, 吉 坤, 胡亚飞, 等. ANN-PSO-GA模型在湿喷混凝土强度预测及配合比优化中的应用[J]. 采矿与安全工程学报, 2021, 38(3): 584-591. (HAN B, JI K, HU Y F, et al. Application of ANN-PSO-GA model in UCS prediction and mix proportion optimization of wet shotcrete[J]. Journal of Mining & Safety Engineering, 2021, 38(3): 584-591. (in Chinese)

    HAN B, JI K, HU Y F, et al. Application of ANN-PSO-GA model in UCS prediction and mix proportion optimization of wet shotcrete[J]. Journal of Mining & Safety Engineering, 2021, 38（3）: 584-591. (in Chinese)
    [13]
    肖文丰, 陈建宏, 陈 毅, 等. 基于神经网络与遗传算法的多目标充填料浆配比优化[J]. 黄金科学技术, 2019, 27(4): 581-588. (XIAO W F, CHEN J H, CHEN Y, et al. Optimization of multi-objective filling slurry ratio based on neural network and genetic algorithm[J]. Gold Science and Technology, 2019, 27(4): 581-588. (in Chinese)

    XIAO W F, CHEN J H, CHEN Y, et al. Optimization of multi-objective filling slurry ratio based on neural network and genetic algorithm[J]. Gold Science and Technology, 2019, 27（4）: 581-588. (in Chinese)
    [14]
    陈 阳, 刘 文, 刘文黎, 等. 盾构法隧道开挖面稳定性下的多目标优化研究[J]. 科学技术与工程, 2024, 24(18): 7882-7888. (CHEN Y, LIU W, LIU W L, et al. Multi-objective optimization based on the stability of shield tunnel excavation surface[J]. Science Technology and Engineering, 2024, 24(18): 7882-7888. (in Chinese) doi: 10.12404/j.issn.1671-1815.2303494

    CHEN Y, LIU W, LIU W L, et al. Multi-objective optimization based on the stability of shield tunnel excavation surface[J]. Science Technology and Engineering, 2024, 24（18）: 7882-7888. (in Chinese) doi: 10.12404/j.issn.1671-1815.2303494
    [15]
    吴贤国, 刘 俊, 曹 源, 等. 基于CatBoost-NSGA-Ⅲ算法的盾构姿态预测与优化[J]. 中国安全科学学报, 2024, 34(8): 69-77. (WU X G, LIU J, CAO Y, et al. Shield attitude prediction and optimization based on CatBoost-NSGA-Ⅲ algorithm[J]. China Safety Science Journal, 2024, 34(8): 69-77. (in Chinese)

    WU X G, LIU J, CAO Y, et al. Shield attitude prediction and optimization based on CatBoost-NSGA-Ⅲ algorithm[J]. China Safety Science Journal, 2024, 34（8）: 69-77. (in Chinese)
    [16]
    任秋兵, 李文伟, 李明超, 等. 水工高性能混凝土配合比多目标智能优化设计与分析方法[J]. 水利学报, 2022, 53(1): 98-108. (REN Q B, LI W W, LI M C, et al. Multi-objective intelligent optimization design and analysis method for mix proportion of hydraulic high performance concrete[J]. Journal of Hydraulic Engineering, 2022, 53(1): 98-108. (in Chinese)

    REN Q B, LI W W, LI M C, et al. Multi-objective intelligent optimization design and analysis method for mix proportion of hydraulic high performance concrete[J]. Journal of Hydraulic Engineering, 2022, 53（1）: 98-108. (in Chinese)
    [17]
    叶倩琳, 王万良, 王 铮. 多目标粒子群优化算法及其应用研究综述[J]. 浙江大学学报(工学版), 2024, 58(6): 1107-1120,1232. (YE Q L, WANG W L, WANG Z. Survey of multi-objective particle swarm optimization algorithms and their applications[J]. Journal of Zhejiang University (Engineering Science), 2024, 58(6): 1107-1120,1232. (in Chinese)

    YE Q L, WANG W L, WANG Z. Survey of multi-objective particle swarm optimization algorithms and their applications[J]. Journal of Zhejiang University (Engineering Science), 2024, 58（6）: 1107-1120,1232. (in Chinese)
    [18]
    阮 雷. 高渗透富水地层盾构同步注浆抗水分散机理研究[D]. 成都: 西南交通大学, 2019. (RUAN L. Study on mechanism of synchronous grouting anti-washout property of shield in high permeability water-rich formation[D] Chengdu: Southwest Jiaotong University, 2019. (in Chinese)

    RUAN L. Study on mechanism of synchronous grouting anti-washout property of shield in high permeability water-rich formation[D] Chengdu: Southwest Jiaotong University, 2019. (in Chinese)
    [19]
    吴昌胜. 大直径盾构隧道施工引起的地层变形研究[D]. 南京: 东南大学, 2018. (WU C S. Study on the ground deformation induced by large diameter shield tunnelling construction[D]. Nanjing: Southeast University, 2018. (in Chinese)

    WU C S. Study on the ground deformation induced by large diameter shield tunnelling construction[D]. Nanjing: Southeast University, 2018. (in Chinese)
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