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| Multi-parameter collaborative optimization modeling of temperature fields in -50 ℃ cryogenic freezing of Shanghai?s silty clay layer |
| LI Wenbo1, 2, GAO Wei1, 2, HAN Shengming1, 2, WEN Hanhong2, DING Hang2, HUANG Baolong2, NING Fangbo2 |
(1. Branch Institute of Mine Construction,China Coal Research Institute,Beijing 100013,China;2. Beijing Coal Mine
Construction Company Ltd.,Beijing 100013,China) |
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Abstract In the engineering application of the artificial ground freezing method, the effective establishment of a freezing temperature field is influenced by the synergistic effects of multiple parameters. To investigate the synergistic regulatory mechanisms of cryogenic coolant temperature (ranging from -30 ℃ to -60 ℃), coolant flow rates (1–7 m3/h), and freeze-pipe spacing (0.8–1.2 m) on the evolution of the cryogenic freezing temperature field at -50 ℃, a physical model test system was developed for -50 ℃ cryogenic freezing. A single-factor experimental study was conducted on silty clay strata in Shanghai. The results indicated that as the coolant temperature decreased from -30 ℃ to -50 ℃, the freezing wall closure time was reduced by 26.8%, the time required to achieve an equivalent frozen wall thickness decreased by 55.6%, and the duration to reach the equivalent average interface temperature in the frozen walls was compressed by 71.5%. Under operational conditions with a coolant temperature of -50 ℃ and a flow rate of 5 m3/h, reducing the freezing pipe spacing from 1.2 m to 0.8 m resulted in a significant 58.8% reduction in closure time, a 16.7% increase in the maximum thickness of the main surface frozen wall, and a 33.4% decrease in the average interface temperature. Moreover, the coolant flow rate exhibited a critical threshold at 3 m3/h, beyond which the gain in freezing efficiency remained below 4.8% under cryogenic conditions. These results elucidate the evolution mechanism of the temperature field during -50 ℃ cryogenic freezing. The established quantitative system for parameter sensitivity grading offers theoretical support and serves as a foundation for engineering decision-making regarding the multi-parameter collaborative optimization of the cryogenic freezing process and the rapid construction of high-strength freezing curtains.
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[1] 陈文豹,李功洲,张云利,等. 冻结法凿井施工手册[M]. 北京:煤炭工业出版社,2017:1–10.(CHEN Wenbao,LI Gongzhou,ZHANG Yunli,et al. Freezing method sinking construction manual[M]. Beijing:Coal Industry Press,2017:1–10.(in Chinese))
[2] 陈湘生. 地层冻结法[M]. 北京:人民交通出版社,2013:2–16.(CHEN Xiangsheng. Ground freezing method[M]. Beijing:China Communication Press,2013:2–16.(in Chinese))
[3] 李方政. 市政冻结技术的应用与展望[J]. 建井技术,2017,38(4):55–60.(LI Fangzheng. Application and prospect of freezing technology in municipal engineering[J]. Mine Construction Technology,2017,38(4):55–60.(in Chinese))
[4] 王朝辉,朱向荣,曾国熙,等. 动水条件下土层液氮冻结模型试验的研究[J]. 浙江大学学报:自然科学版,1998,(5):534–540. (WANG Zhaohui,ZHU Xiangrong,ZENG Guoxi,et al. The experimental researches on the ground freezing with liquid nitrogen under water flowing[J]. Journal of Zhejiang University:Natural Science,1998,(5):534–540.(in Chinese))
[5] 石荣剑,岳丰田,张 勇,等. 斜井液氮补强冻结温度场分布特征[J]. 岩石力学与工程学报,2014,33(3):567–574.(SHI Rongjian,YUE Fengtian,ZHANG Yong,et al. Distribution characteristics of temperature field in liquid nitrogen reinforcement freezing of inclined shaft[J]. Chinese Journal of Rock Mechanics and Engineering,2014,33(3):567–574.(in Chinese))
[6] 石荣剑,岳丰田,张 勇,等. 液氮冻结管内沸腾段分布特征的试验研究[J]. 煤炭学报,2013,38(7):1 143–1 148.(SHI Rongjian,YUE Fengtian,ZHANG Yong,et al. Experimental study on the distribution of boiling sections in liquid nitrogen freezing pipe[J]. Journal of China Coal Society,2013,38(7):1 143–1 148.(in Chinese))
[7] MAURO A,NORMINO G,CAVUOTO F,et al. Modeling artificial ground freezing for construction of two tunnels of a metro station in Napoli(Italy)[J]. Energies,2020,13(5):1 272.
[8] 岳丰田,王 涛,檀鲁新,等. 液氮冻结技术在井筒封水抢险中的应用[J]. 煤炭科学技术,2009,37(2):29–31.(YUE Fengtian,WANG Tao,TAN Luxin,et al. Application of liquid nitrogen technology to water sealing rescue in mine shaft[J]. Coal Science and Technology,2009,37(2):29–31.(in Chinese))
[9] CHOI H J,LEE S,LEE H,et al. Assessing the reuse of liquid nitrogen in artificial ground freezing through field experiments[J]. Acta Geotechnica,2024,19:6 825–6 842.
[10] 胡晓娜,陈 威,邹 晋. 深冷处理技术在铜合金研究中的应用综述[J]. 材料热处理学报,2024,45(11):1–14.(HU Xiaona,CHEN Wei,ZOU Jin. Review of application of cryogenic treatment techniques in copper alloys research[J]. Transactions of Materials and Heat Treatment,2024,45(11):1–14.(in Chinese))
[11] 贾世亮,刘永清,赵雅婷,等. 超低温深冷冻结对水产品冰晶生成及品质的影响研究进展[J]. 食品与发酵工业,2024,50(24):362–372.(JIA Shiliang,LIU Yongqing,ZHAO Yating,et al. A review of effect of ultra-low temperature freezing on ice crystal formation and quality of aquatic products[J]. Food and Fermentation Industries,2024,50(24):362–372.(in Chinese))
[12] 张安阔,吴亦农,文佳佳,等. 脉管制冷-90 ℃低温冰箱研究[J]. 低温物理学报,2018,40(1):44–48.(ZHANG Ankuo,WU Yinong,WEN Jiajia,et al. Study on-90 ℃ refrigerator cooled by pulse tube cryocooler[J]. Chinese Journal of Low Temperature Physics,2018,40(1):44–48.(in Chinese))
[13] 高 伟. 城市地下空间-50 ℃深冷冻结技术应用可行性研究[J]. 建井技术,2023,44(2):41–45.(GAO Wei. Feasibility study on -50 ℃ deep cold freezing technology applied to urban underground space[J]. Mine Construction Technology,2023,44(2):41–45.(in Chinese))
[14] 吴雨薇,胡 俊,汪树成. 不同盐水温度下单管冻结温度场数值分析[J]. 森林工程,2017,33(6):60–66.(WU Yuwei,HU Jun,WANG Shucheng. Numerical analysis of single freezing tube in freezing temperature field at different minimum brine temperatures[J]. Forest Engineering,2017,33(6):60–66.(in Chinese))
[15] 李嘉晨,张 勇. 冷媒温度对联络通道冻结效果影响分析[J]. 盐城工学院学报:自然科学版,2022,35(1):72–78.(LI Jiachen,ZHANG Yong. Analysis of influence of refrigerant temperature on freezing effect of cross passage[J]. Journal of Yangcheng Institute of Technology:Natural Science,2022,35(1):72–78.(in Chinese))
[16] 王 震,朱珍德,胡家豪,等. 单向冻结粉质黏土已冻区分凝冰分布规律试验研究[J]. 岩土力学,2024,45(2):407–416.(WANG Zhen,ZHU Zhende,HU Jiahao,et al. Experimental study on segregating ice cracks distribution characteristics in unidirectional frozen silty clay[J]. Rock and Soil Mechanics,2024,45(2):407–416.(in Chinese))
[17] 汪恩良,任志凤,韩红卫,等. 超低温冻结黏土单轴抗压力学性质试验研究[J]. 岩土工程学报,2021,43(10):1 851–1 860.(WANG Enliang,REN Zhifeng,HAN Hongwei,et al. Experimental study on uniaxial compressive strength of ultra-low temperature frozen clay[J]. Chinese Journal of Geotechnical Engineering,2021,43(10):1 851–1 860.(in Chinese))
[18] 闫良涛,亓燕秋. 盾构隧道联络通道深冷冻结技术可行性研究[J]. 资源信息与工程,2023,38(1):85–88.(YAN Liangtao,QI Yanqiu. Feasibility research on deep freezing technology of shield tunnel connecting passage[J]. Resource Information and Engineering,2023,38(1):85–88.(in Chinese))
[19] PIMENTEL E,SRES A,ANAGNOSTOU G. Large-scale laboratory tests on artificial ground freezing under seepage-flow conditions[J]. Geotechnique,2012,62(3):227–241.
[20] VITEL M,ROUABHI A,TIJANI M,et al. Modeling heat and mass transfer during ground freezing subjected to high seepage velocities[J]. Computers and Geotechnics,2016,73:1–15.
[21] 荣传新,王 彬,程 桦,等. 大流速渗透地层人工冻结壁形成机制室内模型试验研究[J]. 岩石力学与工程学报,2022,41(3):596–613.(RONG Chuanxin,WANG Bin,CHENG Hua,et al. Laboratory model test study on formation mechanisms of artificial frozen walls in permeable strata with high seepage velocity[J]. Chinese Journal of Rock Mechanics and Engineering,2022,41(3):596–613.(in Chinese))
[22] XU P,HAN S Q,XING Y. Analysis of influencing factors of temperature field in freezing construction of metro connecting passage[J]. Geotechnical and Geological Engineering,2022,40: 1 331–1 343.
[23] ZHUANG Y,CHEN J H,ZHANG J,et al. Analysis of the development characteristics and influencing factors of freezing temperature field in the cross passage[J]. Advances in Civil Engineering,2021.https://doi.org/10.1155/2021/6645139.
[24] ZHAO Y X,WEI Y X,JIANG J S,et al. Effects of influence parameters on freezing wall temperature field in subway tunnel[J]. Sustainability,2022,14(19):12 245.
[25] 周晓敏,王梦恕,张绪忠. 渗流作用下地层冻结壁形成的模型试验研究[J]. 煤炭学报,2005,30(2):196–201.(ZHOU Xiaomin,WANG Mengshu,ZHANG Xuzhong. Model test research on the formation of freezing wall in seepage ground[J]. Journal of China Coal Society,2005,30(2):196–201.(in Chinese))
[26] 孙立强,时 鹏,郎瑞卿,等. 渗流作用下人工冻结特性室内模型试验研究[J]. 岩石力学与工程学报,2024,43(增1):3 530–3 542. (SUN Liqiang,SHI Peng,LANG Ruiqing,et al. Laboratory model test on artificial freezing characteristics of sand layer under seepage[J]. Chinese Journal of Rock Mechanics and Engineering,2024,43(Supp.1):3 530–3 542.(in Chinese))
[27] 李方政,丁 航,张绪忠. 渗流作用下富水砂层双排管冻结壁形成规律模型试验研究[J]. 岩石力学与工程学报,2019,38(2):386–395.(LI Fangzheng,DING Hang,ZHANG Xuzhong. Model test research of formation law of double-row-pipe freezing wall in water rich sand layer under seepage[J]. Chinese Journal of Rock Mechanics and Engineering,2019,38(2):386–395.(in Chinese))
[28] ALZOUBI M A,AURELIEN N R,SASMITO A P. Conjugate heat transfer in artificial ground freezing using enthalpy-porosity method:experiments and model validation[J]. International Journal of Heat and Mass Transfer,2018,126:740–752.
[29] MARWAN A,ZHOU M M,ABDELREHIM M Z,et al. Optimization of artificial ground freezing in tunneling in the presence of seepage flow[J]. Computers and Geotechnics,2016,75:112–125.
[30] HUANG S B,GUO Y L,LIU Y Z,et al. Study on the influence of water flow on temperature around freeze pipes and its distribution optimization during artificial ground freezing[J]. Applied Thermal Engineering,2018,135:435–445.
[31] 周金生,周国庆,张 琦,等. 图像处理技术在分凝冰演化规律研究中的应用[J]. 岩土工程学报,2011,33(1):123–127.(ZHOU Jinsheng,ZHOU Guoqing,ZHANG Qi,et al. Application of image processing in researches on evolving rules of segregation ice[J]. Chinese Journal of Geotechnical Engineering,2011,33(1):123–127.(in Chinese))
[32] 周 洁,任君杰. 沿海组合地层人工冻结过程中的水分迁移及变形特性[J]. 上海交通大学学报,2022,56(5):675–683.(ZHOU Jie,REN Junjie. Water migration and deformation characteristics of coastal complex strata in artificial freezing process[J]. Journal of Shanghai Jiaotong University,2022,56(5):675–683.(in Chinese))
[33] WILLIAMS P J,SMITH M W. The frozen earth:fundamentals of geocryology[M]. Cambridge,UK:Cambridge University Press,1989:69–88.
[34] ANDERSLAND O,LADANYI B. Frozen ground engineering[M]. [S. l.]:[s. n.],2004:32–36.
[35] 刘乃飞,李 宁,汪双杰,等. 含相变低温岩体水–热–力特性研究进展与展望[J]. 岩石力学与工程学报,2025,44(3):521–542. (LIU Naifei,LI Ning,WANG Shuangjie,et al. Progress and prospects of thermo-hydro-mechanical characteristics of low temperature rock mass with phase transition[J]. Chinese Journal of Rock Mechanics and Engineering,2025,44(3):521–542.(in Chinese))
[36] 王莉平,李 宁,刘乃飞,等. 低温岩体裂隙中水分迁移机制试验研究[J]. 地下空间与工程学报,2018,14(4):999–1 006.(WANG Liping,LI Ning,LIU Naifei,et al. Experimental research on mechanism of water migration in rock fracture at low temperature[J]. Chinese Journal of Underground Space and Engineering,2018,14(4):999–1 006.(in Chinese))
[37] 王 丹,杨成松,马 巍,等. 正冻土冻结缘研究现状及展望[J]. 冰川冻土,2020,42(4):1 195–1 201.(WANG Dan,YANG Chengsong,MA Wei,et al. The status and review of frozen fringe in freezing soils[J]. Journal of Glaciology and Geocryology,2020,42(4):1 195–1 201.(in Chinese))
[38] 程 桦,陈汉青,曹广勇,等. 冻土毛细–薄膜水分迁移机制及其试验验证[J]. 岩土工程学报,2020,42(10):1 790–1 799.(CHENG Hua,CHEN Hanqing,CAO Guangyong,et al. Migration mechanism of capillary-flim water in frozen soil and its experimental verification[J]. Chinese Journal of Geotechnical Engineering,2020,42(10):1 790–1 799.(in Chinese))
[39] 赵红光,张映根. 冻结加固技术在长地铁联络通道施工中的应用[J]. 隧道建设,2010,30(3):292–297.(ZHAO Hongguang,ZHANG Yinggen. Application of freezing consolidation technology in construction of long connecting tunnels of metro works[J]. Tunnel Construction,2010,30(3):292–297.(in Chinese))
[40] 蔡益平,陈军浩,李栋伟,等. 越江联络通道原位冻结试验温度场规律分析[J]. 福建工程学院学报,2019,17(3):224–229.(CAI Yiping,CHEN Junhao,LI Dongwei,et al. Analysis of the temperature field of in situ freezing test of the cross-river contact channel[J]. Journal of Fujian University of Technology,2019,17(3):224–229.(in Chinese)) |
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