[1] FAY L, SHI Xian-ming. Environmental impacts of chemicals for snow and ice control: state of the knowledge[J]. Water, Air, and Soil Pollution, 2012, 223(5): 2751-2770.
[2] ROSENQVIST M, OXFALL M, FRIDH K, et al. A test method to assess the frost resistance of concrete at the waterline of hydraulic structures[J]. Materials and Structures, 2014, 47(3): 1-13.
[3] 张 鹏,张连水,赵铁军,等.混凝土冻融损伤后的吸水特性[J].建筑材料学报,2011,14(2):155-159,195.ZHANG Peng, ZHANG Lian-shui, ZHAO Tie-jun, et al. Water absorption properties of concrete after freeze-thaw damages[J]. Journal of Building Materials, 2011, 14(2): 155-159, 195.(in Chinese)
[4] PARK J, HYUN C U, PARK H D. Changes in microstructure and physical properties of rocks caused by artificial freeze-thaw action[J]. Bulletin of Engineering Geology and the Environment, 2015, 74(2): 555-565.
[5] 吴裕锦,周治国.融雪剂对华南高速公路基础设施使用寿命的危害[C]∥中国科学技术协会.2008中国科协防灾减灾论坛论文集.北京:中国科学技术协会,2008:717-719.WU Yu-jin, ZHOU Zhi-guo. The snow-melting agent effects on highway infrastructure at south of China[C]∥China Association for Science and Technology. The 2008 Symposiums of Disaster Prevention and Mitigation Forum of China Association for Science and Technology. Beijing: China Association for Science and Technology, 2008: 717-719.(in Chinese)
[6] 赵鸿铎,姚祖康,张长安,等.飞机除冰液对停机坪水泥混凝土的影响[J].交通运输工程学报,2004,4(2):1-5.ZHAO Hong-duo, YAO Zu-kang, ZHANG Chang-an, et al. Influence of aircraft deicer on apron cement concrete[J]. Journal of Traffic and Transportation Engineering, 2004, 4(2): 1-5.(in Chinese)
[7] MIRZA J, ABESQUE C, BéRUBé M A. Evaluation of surface sealers for concrete hydraulic structures exposed to low temperatures[J]. Materials and Structures, 2011, 44(1): 5-12.
[8] LAUER K R. Classification of concrete damage caused by chemical attack[J]. Materials and Structures, 1990, 23(3): 223-229.
[9] 李晔明.机场道面的表面温度冲击效应研究[D].天津:中国民航大学,2014.LI Ye-ming. The research of the temperature shock effect on the airport roads’ surface[D]. Tianjin: Civil Aviation University of China.(in Chinese)
[10] KIM S H, PARK J Y, JEONG J H. Effect of temperature-induced load on airport concrete pavement behavior[J]. Journal of Civil Engineering, 2014, 18(1): 182-187.
[11] 李立辉.盐碱环境下混凝土冻融-干湿循环复合作用的研究[D].哈尔滨:哈尔滨工业大学,2011.LI Li-hui. Study on alkaline environment under freeze-thaw and dry-wet cycling of concrete[D]. Harbin: Harbin Institute of Technology, 2011.(in Chinese)
[12] FABBRI A, COUSSY O, FEN-CHONG T, et al. Are deicing salts necessary to promote scaling in concrete?[J]. Journal of Engineering Mechanics, 2008, 134(7): 589-598.(in Chinese)
[13] 敦 晓,岑国平,黄灿华,等.机场道面混凝土冻融破坏评价指标[J].交通运输工程学报,2010,10(1):13-18.DUN Xiao, CEN Guo-ping, HUANG Can-hua, et al. Evaluation indices of freezing-thawing destruction for airfield runway concrete[J]. Journal of Traffic and Transportation Engineering, 2010, 10(1): 13-18.(in Chinese)
[14] SETZER M J, AUBERG R, KASPAREK S, et al. CIF-test-capillary suction, internal damage and freeze thaw test[J]. Materials and Structures, 2001, 34(9): 515-525.
[15] 罗 昕,卫 军.冻融条件下混凝土劣化陡劣点的探讨[J].混凝土,2005(11):14-16,42.LUO Xin, WEI Jun. Sharp degradation point of concrete under freezing-thawing cycles[J]. Concrete, 2005(11): 14-16, 42.(in Chinese)
[16] 任旭晨,万小梅,赵铁军.混凝土冻融及盐冻劣化机理研究进展及模型综述[J].混凝土,2012(9):15-18.REN Xu-chen, WAN Xiao-mei, ZHAO Tie-jun. Review of mechanism and mathematical model for salt scaling and freezing-thawing damage of concrete[J]. Concrete, 2012(9): 15-18.(in Chinese)
[17] 马好霞.混凝土在机场除冰液作用下的抗腐蚀性[D].南京:南京航空航天大学,2012.MA Hao-xia. Corrosion resistance of concretes subjected to airport deicer[D]. Nanjing: Nanjing University of Aeronautics and Astronautics, 2012.(in Chinese)
[18] 李 晔,姚祖康,孙旭毅,等.铺面水泥混凝土冻融环境量化研究[J].同济大学学报:自然科学版,2004,32(10):1408-1412.LI Ye, YAO Zu-kang, SUN Xu-yi, et al. Quantification research on the frost environment of pavement cement concrete[J]. Journal of Tongji University: Natural Science, 2004, 32(10): 1408-1412.(in Chinese)