Abstract: Seepage through concrete cracks was identified as a critical factor inducing tunnel lining defects. Its evolutionary process was accompanied by complex energy conversion and heat exchange. However, the microscopic thermodynamic behavior could hardly be captured by traditional methods. Therefore, the crack seepage mechanism was taken as the core research object. Infrared thermography was employed as a diagnostic tool for temperature fields, supplemented by a high-speed camera, and laboratory seepage tests under various working conditions were conducted. Specifically, the temperature evolution law and the intrinsic energy mechanisms in the crack area under isothermal water injection were revealed. During the first water injection, a three-stage temperature change(an initial rise, a subsequent decline, and a final stabilization)was observed in the crack, which was governed by the competitive trade-off between hydration reaction heat and evaporative heat absorption. With increasing water injections, the hydration heat was dissipated, and the temperature response transformed into a two-stage pattern of direct cooling followed by stabilization. It was thus confirmed that evaporative cooling became the dominant energy consumption mechanism during the seepage process. In addition, the thermal response rate and spatial extent were significantly affected by the crack width, and the apparent crack size in the infrared thermograms was found to be larger than the actual size, attributed to the amplification of crack geometric information by thermal diffusion effects. The energy coupling mechanism in the seepage process was clarified, and a theoretical basis was established for leakage diagnosis based on thermal signals.
张宪朕,张淑坤,吴星辉,姜鹏. 基于红外热成像技术探查混凝土渗漏水裂隙试验研究[J]. 隧道与地下工程灾害防治, 2026, 8(2): 87-101.
ZHANG Xianzhen, ZHANG Shukun, WU Xinghui, JIANG Peng. Experimental study on detecting water-leaking fractures in concrete based on infrared thermal imaging technology. Hazard Control in Tunnelling and Underground Engineering, 2026, 8(2): 87-101.
[1] YUAN Q, SHI Y F, LI M Y. A review of computer vision-based crack detection methods in civil infrastructure: progress and challenges[J]. Remote Sensing, 2024, 16(16): 2910. [2] 王建秀, 曹安生, 高元博, 等. 结构面对隧道钻爆围岩损伤影响的数值试验研究[J]. 隧道与地下工程灾害防治, 2026, 8(1): 1-12. WANG Jianxiu, CAO Ansheng, GAO Yuanbo, et al. Numerical experimental study on the influence of structure plane on the damage of surrounding rock in tunnel drilling and blasting[J]. Hazard Control in Tunnelling and Underground Engineering, 2026, 8(1): 1-12. [3] 陈志敏, 师浩博, 张润龙, 等. 基于裂缝形状与特征的衬砌结构开裂截面稳定性评估[J]. 隧道与地下工程灾害防治, 2026, 8(1):13-21. CHEN Zhimin, SHI Haobo, ZHANG Runlong, et al. Stability evaluation of cracked section of lining structure based on crack shape and characteristics[J]. Hazard Control in Tunnelling and Underground Engineering, 2026, 8(1): 13-21. [4] 李烃, 刘波, 胡伟, 等. 基于离散元-连续介质法耦合的盾构刀具切削钢筋混凝土力学机理仿真分析[J]. 隧道与地下工程灾害防治, 2026, 8(1):32-42. LI Ting, LIU Bo, HU Wei, et al. Simulation analysis of the mechanical mechanism of shield cutter cutting reinforced concrete based on the coupling of discrete element and continuum method[J]. Hazard Control in Tunnelling and Underground Engineering, 2026, 8(1): 32-42. [5] JIA Y, WANG C Q, WANG Y L, et al. Application of vibrothermography to visualise hidden cracking process in concrete at the component scale[J]. Journal of Building Engineering, 2024, 97: 110839. [6] JANG K, AN Y K. Multiple crack evaluation on concrete using a line laser thermography scanning system[J]. Smart Structures and Systems, 2018, 22(2): 201-207. [7] NAIK M, HEGDE G, GIRI L I. A novel method based on thermal imaging and FEA simulation for depth prediction of internal defects in concrete slabs[J]. Journal of Building Engineering, 2024, 95: 110228. [8] GU W C, LIU X Z, LI Z. Sustainable infrastructure maintenance: crack depth detection in tunnel linings via natural temperature variations and infrared imaging[J]. Sustainability, 2024, 16(9): 3731. [9] 骆星智, 杨涛, 赵钰, 等. 基于红外热成像技术的混凝土表面裂纹检测研究[J]. 自动化技术与应用, 2024, 43(11): 64-67. LUO Xingzhi, YANG Tao, ZHAO Yu, et al. Research on concrete surface crack detection based on infrared thermal imaging technology[J]. Techniques of Automation and Applications, 2024, 43(11): 64-67. [10] 王康, 刘健, 吕高航, 等. 基于红外图像增强的衬砌裂损渗漏水识别方法及工程应用[J]. 应用基础与工程科学学报, 2023, 31(6):1444-1460. WANG Kang, LIU Jian, LÜ Gaohang, et al. Method for identifying leakage water in the tunnel lining based on infrared image enhancement and engineering application[J]. Journal of Basic Science and Engineering, 2023, 31(6): 1444-1460. [11] LIU P F, MA M L, WANG J X, et al. Shield tunnel leakage detection using distributed optical fiber[J]. IOP Conference Series: Earth and Environmental Science, 2024, 1337(1): 012008. [12] MIAHKYI O, MESHKOV S, OREL R, et al. Application of thermography to detect areas of water infiltration in the dam concrete foundation[J]. Eastern-European Journal of Enterprise Technologies, 2024, 6(5): 13-21. [13] 乔红彦. 高地温隧道超长独头施工降温及热环境特征研究[J]. 地下空间与工程学报, 2023, 19(2): 632-639. QIAO Hongyan. Research on cooling and thermal environment of super-long single-headed tunnel construction with high ground temperature[J]. Chinese Journal of Underground Space and Engineering, 2023, 19(2): 632-639. [14] 国家市场监督管理总局, 国家标准化管理委员会. 水泥胶砂强度检验方法(ISO法): GB/T 17671—2021[S]. 北京: 中国标准出版社, 2021: 11. [15] LIU X X, WU L X, ZHANG Y B, et al. Changing of rock fragments equivalent emissivity and its impact on localized positive infrared brightness temperature as rock fractured[J]. IEEE Geoscience and Remote Sensing Letters, 2023, 20: 3000205. [16] 崔溦, 裴介渲, 江志安. 动水作用下岩体裂隙中颗粒运动规律的试验研究[J]. 岩土力学, 2024, 45(10): 2870-2878. CUI Wei, PEI Jiexuan, JIANG Zhian. Experimental study on motion law of particles in rock fissures under dynamic water action[J]. Rock and Soil Mechanics, 2024, 45(10): 2870-2878. [17] 杨志兵, 周泽雄, 薛松, 等. 裂隙介质非饱和渗流多尺度机理与数值模型研究进展[J]. 武汉大学学报(工学版), 2023, 56(12):1472-1482. YANG Zhibing, ZHOU Zexiong, XUE Song, et al. Review on research advances in multi-scale mechanisms and numerical models of unsaturated seepage in fractured media[J]. Engineering Journal of Wuhan University, 2023, 56(12): 1472-1482. [18] 蔡直言, 伍毅敏, 许鹏, 等. 溶槽水位波动对隧道衬砌的力学影响模拟分析[J]. 中国岩溶, 2023, 42(6): 1270-1281. CAI Zhiyan, WU Yimin, XU Peng, et al. Simulation analysis of mechanical influence of water level fluctuation in water-eroded groove on tunnel lining[J]. Carsologica Sinica, 2023, 42(6): 1270-1281. [19] LANGE T, AXTHAMMER D, JANSEN D, et al. In-situ isothermal calorimetry of cement pastes: unraveling mixer effects, viscous heat dissipation, and heat of hydration[J]. Thermochimica Acta, 2025, 754: 180089. [20] Adamson A W. Physical chemistry of surfaces[M]. 2nd ed. New York, USA: Interscience Publishers, 1997: 348-349. [21] SHU X J, JIANG Y X, ZHAO Y, et al. Superimposed hydration exothermic model of cement slurry considering different reaction rates of various active substances[J]. Construction and Building Materials, 2023, 372: 130783. [22] 杨文峰, 刘家全, 张得煊, 等. 石质文物表观裂隙的热红外响应研究[J]. 文物保护与考古科学, 2024, 36(5):151-158. YANG Wenfeng, LIU Jiaquan, ZHANG Dexuan, et al. Thermal infrared response of apparent cracks in stone relics[J]. Sciences of Conservation and Archaeology, 2024, 36(5): 151-158. [23] FENG C, LIU H X, HANG Z Y, et al. Study on thermal conductivity of 0D/1D/2D carbon filler reinforced cement composites with phonon physical model[J]. Cement and Concrete Composites, 2025, 157: 105917. [24] 周林仁, 李绍基, 陈兰. 表面粗糙度对混凝土对流换热影响的试验研究[J]. 华南理工大学学报(自然科学版), 2023, 51(7): 81-89. ZHOU Linren, LI Shaoji, CHEN Lan. Experimental investigation into effect of surface roughness on convective heat transfer of concrete[J]. Journal of South China University of Technology(Natural Science Edition), 2023, 51(7): 81-89. [25] ZHANG S K, WU X H, JIANG P, et al. Experimental study on the splitting tensile failure of a carbon nanotube-modified fly ash foamed concrete filler[J]. Scientific Reports, 2025, 15: 1961. [26] ZHANG S K, JIANG P, WANG H H, et al. Research on mechanical properties of nano-modified foam concrete improved by micro-incorporated carbon nanotubes[J]. Materials, 2026, 19(1): 184. [27] 顾渊. 混凝土结构缺陷中红外热成像无损检测技术的应用[J/OL]. 城市建设理论研究(电子版), 2025(13): 196-198(2025-05-12)[2026-04-13]. https://doi.org/10. 19569/j. cnki. cn119313/tu. 202513066 [28] JIANG P, ZHANG S K. Study on the deformation mechanism and application of trench cutting re-mixing deep walls[J]. Tunnelling and Underground Space Technology, 2026, 168: 107157. [29] 刘斌, 张劲夫, 谭一烜, 等. 隧道大断面混凝土水化热温度响应特性研究[J]. 武汉理工大学学报(信息与管理工程版), 2025, 47(1): 26-30. LIU Bin, ZHANG Jinfu, TAN Yixuan, et al. Study on the temperature response characteristics of concrete hydration heat in large tunnel sections[J]. Journal of Wuhan University of Technology(Information & Management Engineering), 2025, 47(1): 26-30. [30] HOU S L, LI K, HU X, et al. Exploring the nonlinear behavior of flow through cracked concrete by water permeability test[J]. Cement and Concrete Composites, 2024, 150: 105557. [31] GHASEMI S, AROCHA G C, FAYAZI A, et al. Introducing a novel method for determining the effective thermal conductivity at moderate and high Péclet numbers[J]. The Canadian Journal of Chemical Engineering, 2025, 103(1): 410-426. [32] 关彬, 卢晓春, 陈博夫. 养护温度对低热水泥混凝土早龄期导热系数影响[J]. 人民长江, 2023, 54(9): 222-229. GUAN Bin, LU Xiaochun, CHEN Bofu. Effect of curing temperature on thermal conductivity of low-heat cement concrete at early-age[J]. Yangtze River, 2023, 54(9): 222-229. [33] KOLOBRODOV V. Mathematical models for calculating the spatial and energy resolution of thermal imagers[M] //Advanced System Development Technologies I. Cham, Switzerland: Springer, 2023: 3-47. [34] MA B T, LIU C, SUN S P, et al. Phase-based thermal wave analysis for lateral characterization of subsurface defects in solid materials via modeling and simulation[J]. Materials, 2025, 18(16): 3753.