[1] 王萧萧, 刘 畅, 张 菊, 等. 常年冻土区混凝土孔隙结冰规律对抗压强度的影响[J]. 工业建筑, 2021, 51(9): 197-201. WANG X X, LIU C, ZHANG J, et al. Effect of freezing laws for concrete pores on compressive strength in permafrost regions[J]. Industrial Construction, 2021, 51(9): 197-201 (in Chinese). [2] 赵帮轩. 高寒地区早期受冻水泥混凝土力学性能及抗冻耐久性[J]. 西安工业大学学报, 2024, 44(2): 171-181. ZHAO B X. Mechanical properties and frost resistance durability of early frozen cement concrete in alpine regions[J]. Journal of Xi'an Technological University, 2024, 44(2): 171-181 (in Chinese). [3] GWON S, KIM H, SHIN M. Self-heating characteristics of electrically conductive cement composites with carbon black and carbon fiber[J]. Cement and Concrete Composites, 2023, 137: 104942. [4] CHEN Z, LIU Y S, WANG M Z, et al. Effect of coarse aggregate grading optimization on temperature, thermal stress and compressive strength of carbon fiber-reinforced concrete by ohmic heating curing[J]. Journal of Building Engineering, 2023, 66: 105882. [5] LEE Y, CHOI M S, YI S T, et al. Experimental study on the convective heat transfer coefficient of early-age concrete[J]. Cement and Concrete Composites, 2009, 31(1): 60-71. [6] ZHANG Z, SUN Q S, YUE X L, et al. Temperature field analysis and prediction of winter construction warm shed method based on hot air heating[J]. Case Studies in Thermal Engineering, 2024, 60: 104709. [7] 刘仲洋, 付 帅, 马国伟, 等. 电伴热预养护条件对混凝土受冻临界强度的影响[J]. 硅酸盐通报, 2022, 41(6): 1990-1997. LIU Z Y, FU S, MA G W, et al. Effect of electric heat tracing pre-curing condition on critical strength of concrete[J]. Bulletin of the Chinese Ceramic Society, 2022, 41(6): 1990-1997 (in Chinese). [8] 刘仲洋, 杨 晗, 黄轶淼, 等. -10 ℃环境下电伴热养护混凝土温度控制及强度发展[J]. 硅酸盐通报, 2023, 42(10): 3508-3517. LIU Z Y, YANG H, HUANG Y M, et al. Temperature control and strength development of electric heat tracing curing concrete at -10 ℃[J]. Bulletin of the Chinese Ceramic Society, 2023, 42(10): 3508-3517 (in Chinese). [9] SHI T, DENG C L, ZHAO J Q, et al. Temperature field of concrete cured in winter conditions using thermal control measures[J]. Advances in Materials Science and Engineering, 2022, 2022(1): 7255601. [10] 陈 诚, 郑鹏程, 陈绍龙, 等. 针对严寒地区负温环境中混凝土施工技术研究[J]. 施工技术, 2017, 46(增刊2): 531-537. CHEN C, ZHENG P C, CHEN S L, et al. Research on concrete construction technology in negative temperature environment in severe cold area[J]. Construction Technology, 2017, 46(supplement 2): 531-537 (in Chinese). [11] HAN J Y, LIU L, ZUO C B, et al. Evolution and parametric analysis of concrete temperature field induced by electric heating curing in winter[J]. Sustainability, 2023, 15(10): 8337. [12] 刘 琳, 赵 文. 内埋热源混凝土冬季养护温度历程精确预控研究[J]. 东北大学学报(自然科学版), 2018, 39(3): 421-425. LIU L, ZHAO W. Precise control of concrete temperature history for concrete buried heat source in winter[J]. Journal of Northeastern University (Natural Science), 2018, 39(3): 421-425 (in Chinese). [13] LIU L, WU D, ZHENG S L, et al. Heat development in cemented tailings backfill modeled by a coupled electro-chemical-thermal model[J]. Thermal Science and Engineering Progress, 2025, 57: 103111. [14] 屈春来, 辛 悦, 党承华. 石墨掺量及骨料种类对混凝土导热系数的影响与内在机理研究[J]. 混凝土, 2020(7): 70-73+77. QU C L, XIN Y, DANG C H. Influence of graphite content and aggregate type on thermal conductivity of concrete and study of its internal mechanism[J]. Concrete, 2020(7): 70-73+77 (in Chinese). [15] 赵卫平, 刘英健, 生兆川, 等. 三维细观早龄期混凝土导热性能数值模拟[J]. 材料导报, 2025, 39(10): 111-120. ZHAO W P, LIU Y J, SHENG Z C, et al. 3D mesoscopic numerical simulation on thermal conductivity of early-age concrete[J]. Materials Reports, 2025, 39(10): 111-120 (in Chinese). [16] 王晓晖, 张 辉. 不同环境下四种保温材料的耐久性性能试验研究[J]. 低温工程, 2021(2): 83-88. WANG X H, ZHANG H. Experimental study on durability of four thermal insulation materials in environment[J]. Cryogenics, 2021(2): 83-88 (in Chinese). [17] 梁 建, 娄宗科, 韩建宏. 基于AUTOCAD的混凝土骨料建模分析[J]. 水利学报, 2011, 42(11): 1379-1383. LIANG J, LOU Z K, HAN J H. Modelling analysis of the concrete aggregate based on AUTOCAD[J]. Journal of Hydraulic Engineering, 2011, 42(11): 1379-1383 (in Chinese). [18] ZHAO H M, WU Z M, WANG S G, et al. Concrete pavement deicing with carbon fiber heating wires[J]. Cold Regions Science and Technology, 2011, 65(3): 413-420. [19] 中华人民共和国住房和城乡建设部. 建筑工程冬期施工规程: JGJ/T 104—2011[S]. 北京: 中国建筑工业出版社, 2011. Ministry of Housing and Urban-Rural Development of the People's Republic of China. Specification for winter construction of building engineering: JGJ/T 104—2011[S]. Beijing: China Architecture & Building Press, 2011 (in Chinese). [20] 刘方达, 王维才. 综合蓄热法混凝土防冻剂掺量的确定[J]. 施工技术, 2015, 44(18): 9-12. LIU F D, WANG W C. Determination of the amount of concrete anti-freezing agent with comprehensive thermal storage method[J]. Construction Technology, 2015, 44(18): 9-12 (in Chinese). [21] 金毅勐, 竹怀水, 黄达海. 严寒地区大体积混凝土低温施工措施综述[J]. 水利水电科技进展, 2013, 33(4): 89-94. JIN Y M, ZHU H S, HUANG D H. Review on construction measures for mass concrete in low temperature in cold regions[J]. Advances in Science and Technology of Water Resources, 2013, 33(4): 89-94 (in Chinese). [22] MOHAMMED A G, OZGUR G, SEVKAT E. Electrical resistance heating for deicing and snow melting applications: experimental study[J]. Cold Regions Science and Technology, 2019, 160: 128-138. |