理论与试验研究

富水砂层联络通道冻结温度场影响因素分析

  • 徐平 ,
  • 韩述琦
展开
  • 1.郑州大学 水利与交通学院,郑州 450001;
    2.中国建筑第五工程局,长沙 410000
徐平(1977—),男,山东日照人,博士,教授,主要从事地铁盾构、减振隔振等领域的教学与科研工作。E-mail: plian127@163.com

收稿日期: 2024-05-22

  网络出版日期: 2025-03-12

基金资助

国家自然科学基金(51278467);中国铁道科学研究院基金项目(2022YJ280)

Analysis of Influence Factors of Connecting Channel Temperature Field in Sand Layer with Rich Water

  • Xu Ping ,
  • Han Shuqi
Expand
  • 1. School of Water Conservancy and Transportation, Zhengzhou University, Zhengzhou 450001, P.R. China;
    2. China Construction Fifth Engineering Bureau, Changsha 410000, P.R. China

Received date: 2024-05-22

  Online published: 2025-03-12

摘要

以郑州机场至许昌市域郑州段某区间富水砂层联络通道冻结加固法施工场地为工程实例,基于考虑流热耦合作用的温度场和渗流场控制方程,运用COMSOL软件构建了联络通道进深2.0 m横截面的二维模型,采用Logistic函数建立实测盐水回路温度拟合曲线,将拟合函数作为冻结孔的管壁温度边界条件,通过数值计算得到了联络通道冻结过程中的温度场云图和温度变化曲线。通过比对数值结果与现场实测数据验证了数值模型的准确性和合理性,并进一步研究了地下水流速、冻结管间距、冻结管直径、初始地温等因素对温度场发展的影响。引入单因素灵敏度分析法,求解了各因素对冻结壁交圈时间影响的灵敏度,确定了各因素影响的大小排序,结果表明:当地下水流速较大时,减小冻结管间距是削弱地下水流速对冻结温度场影响的最佳选择;当初始地温较高时,通过增大冻结管直径或减小冻结管间距都能提高冻结效率。

本文引用格式

徐平 , 韩述琦 . 富水砂层联络通道冻结温度场影响因素分析[J]. 地下空间与工程学报, 2025 , 21(1) : 61 -69 . DOI: 10.20174/j.JUSE.2025.01.07

Abstract

The construction site of the freezing reinforcement method for the connecting channel in sand layer with rich water of one section in Zhengzhou section from Zhengzhou airport to Xuchang city was taken as an engineering example, the temperature field and seepage field control equations of fluid thermal coupling theory were adopted, a two-dimensional numerical calculation model for the cross-section of the connection channel with 2.0 m depth was constructed with COMSOL software, the fitting measured temperature curve of the salt water circuit was built with Logistic function, the fitted equation was used as an interpolation function to define the temperature of the freezing tube, temperature field nephogram and temperature curve during the freezing process of connecting channel were obtained through numerical calculation, the accuracy and rationality of the numerical model were verified by comparing the numerical results with on-site measured data, and the influences of the factors of groundwater flow rate, freezing tube spacing, freezing tube diameter, and initial ground temperature on the temperature field development were further studied. The single factor sensitivity analysis method is introduced, the sensitivity of each factor on the freezing wall intersection time was solved, the magnitude order of the influence of various factors was determined, the sensitivities were compared and it was found that: to reduced the spacing between freezing pipes is the best choice to weaken the influence of groundwater flow rate on the freezing temperature field when the groundwater flow rate is high; to increase the diameter of the freezing tube or reduce the spacing between the freezing tubes can improve the freezing efficiency when the initial ground temperature is high.

参考文献

[1] Phillips M, Fadhel H, Raafat I, et al. Use of artificial ground freezing in construction of cross passages under Suez Canal[J]. Geomechanics and Tunnelling, 2021, 14(3): 298-307.
[2] 陈湘生. 地层冻结工法理论研究与实践[M]. 北京: 煤炭工业出版社, 2007. (Chen Xiangsheng. Theoretical research and practice of formation freezing method[M]. Beijing: China Coal Industry Press, 2007. (in Chinese))
[3] 张志强, 何川. 用冻结法修建地铁联络通道施工力学研究[J]. 岩石力学与工程学报, 2005, 24(18): 3211-3217. (Zhang Zhiqiang, He Chuan. Study on construction mechanics of subway connecting passage constructed by freezing method[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(18): 3211-3217. (in Chinese))
[4] 王书磊, 丁国胜, 吴强. 复杂工况下超长联络通道冻结法设计与施工[J]. 地下空间与工程学报, 2021, 17(6): 1894-1905. (Wang Shulei, Ding Guosheng, Wu Qiang. Design and construction of freezing method for ultra-long cross passage under complex working conditions[J]. Chinese Journal of Underground Space and Engineering, 2021, 17(6): 1894-1905. (in Chinese))
[5] 杨平, 陈瑾, 张尚贵, 等. 软弱地层联络通道冻结法施工温度及位移场全程实测研究[J]. 岩土工程学报, 2017, 39(12): 2226-2234. (Yang Ping, Chen Jin, Zhang Shanggui, et al. Whole range monitoring for temperature and displacement fields of cross passage in soft soils by AGF[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(12): 2226-2234. (in Chinese))
[6] 胡小荣, 饶志强, 汪日堂. 南昌地铁联络通道冻结法模拟[J]. 地下空间与工程学报, 2019, 15(增1): 286-292. (Hu Xiaorong, Rao Zhiqiang, Wang Ritang. Numerical simulations for freezing method in connecting channel excavation of Nanchang subway[J]. Chinese Journal of Underground Space and Engineering, 2019, 15(Supp.1): 286-292. (in Chinese))
[7] 郑立夫, 高永涛, 周喻, 等. 浅埋隧道冻结法施工地表冻胀融沉规律及冻结壁厚度优化研究[J]. 岩土力学, 2020, 41(6): 2110-2121. (Zheng Lifu, Gao Yongtao, Zhou Yu, et al. Research on surface frost heave and thaw settlement law and optimization of frozen wall thickness in shallow tunnel using freezing method[J]. Rock and Soil Mechanics, 2020, 41(6): 2110-2121. (in Chinese))
[8] 张世雷, 汪磊, 何越磊, 等. 复合地层联络通道冻结温度场发展规律研究[J]. 地下空间与工程学报, 2022, 18(增1): 266-273. (Zhang Shilei, Wang Lei, He Yuelei, et al. The development regularities research of freezing temperature field for the cross passage in compound stratum[J]. Chinese Journal of Underground Space and Engineering, 2022, 18(Supp.1): 266-273. (in Chinese))
[9] 董新平, 井景凤, 王余飞, 等. 地铁联络通道冻土帷幕薄弱部位及其成因分析[J]. 城市轨道交通研究, 2022, 25(10): 20-23. (Dong Xinping, Jing Jingfeng, Wang Yufei, et al. Weak parts and cause analysis of frozen soil wall in metro cross passage[J]. Urban Mass Transit, 2022, 25(10): 20-23. (in Chinese))
[10] 李孟凯, 蔡海兵, 洪荣宝, 等. 平面斜交联络通道冻结温度场分析及工程应用研究[J]. 铁道科学与工程学报, 2022, 19(5): 1374-1384. (Li Mengkai, Cai Haibing, Hong Rongbao, et al. Analysis and engineering application of freezing temperature field in planar skew connecting passage[J]. Journal of Railway Science and Engineering, 2022, 19(5):1374-1384. (in Chinese))
[11] 马俊, 杨平, 刘增光, 等. 常州砂性地层联络通道解冻规律研究[J]. 地下空间与工程学报, 2019, 15 (1): 167-173, 180. (Ma Jun, Yang Ping, Liu Zengguang, et al. Study on thawing law of the connecting passage in Changzhou sandy formation[J]. Chinese Journal of Underground Space and Engineering, 2019,15 (1): 167-173, 180. (in Chinese))
[12] 孙立强, 商安策, 郎瑞卿, 等. 渗流地层人工冻结壁交圈时间计算方法[J]. 岩石力学与工程学报, 2023, 42(增1): 3663-3673. (Sun Liqiang, Shang Ance, Lang Ruiqing, et al. Calculation method of artificial freezing wall closure time in seepage stratum[J]. Chinese Journal of Rock Mechanics and Engineering, 2023, 42(Supp.1): 3663-3673. (in Chinese))
[13] 徐光苗. 寒区岩体低温、冻融损伤力学特性及多场耦合研究[D]. 武汉: 中国科学院武汉岩土力学研究所, 2006. (Xu Guangmiao. Study on mechanical characteristics of rock at low temperature, damage due to freezing and thawing and mutiphysical coupling problems of rock in cold regions[D]. Wuhan: Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, 2006. (in Chinese))
[14] 张奕, 郭恩震. 传热学[M]. 南京: 东南大学出版社, 2004. (Zhang Yi, Guo Enzhen. Heat Transfer[M]. Nanjing: Southeast University Press, 2004. (in Chinese))
[15] 周业涛, 关振群, 顾元宪. 求解相变传热问题的等效热容法[J]. 化工学报, 2004, 55(9): 1428-1433. (Zhou Yetao, Guan Zhenqun, Gu Yuanxian. Equivalent capacity method fors olution of heat transfer with phase change[J]. Journal of Chemical Industry and Engineering (China), 2004, 55(9): 1428-1433. (in Chinese))
[16] Miller R D. Soil freezing in relation to pore water pressure and temperature[A]//Proceedings of 2nd International Conference on Permafrost[C]. Washington, DC: National Academy of Science, 1973: 344-352.
[17] 刘瑶林, 刘国东, 徐涛, 等. 多层含水层地下水数值模型参数灵敏度分析[J]. 环境科学与技术, 2014, 37(120): 33-37. (Liu Yaolin, Liu Guodong, Xu Tao, et al. Sensitivity analysis of parameters on groundwater numerical model of multi-layered aquifer[J]. Environmental Science & Technology, 2014, 37(120): 33-37. (in Chinese))
文章导航

/