[1] 国务院办公厅.关于推进海绵城市建设的指导意见[EB/OL].(2015-10-16)[2021-03-29].http://www.gov.cn/zhengce/content/2015-10/16/content_10228.htm. General Office of the State Council. Guidance on promoting sponge city construction[EB/OL]. (2015-10-16) [2021-03-29]. http://www.gov.cn/zhengce/content/2015-10/16/content_10228.htm (in Chinese). [2] 张 炯,李 莉,明瑞平,等.不同掺合料的透水混凝土冻融循环性能研究[J].硅酸盐通报,2017,36(5):1480-1485. ZHANG J, LI L, MING R P, et al. Freeze-thaw cycle performance of pervious concrete with different admixtures[J]. Bulletin of the Chinese Ceramic Society, 2017, 36(5): 1480-1485 (in Chinese). [3] WU H, LIU Z, SUN B B, et al. Experimental investigation on freeze-thaw durability of Portland cement pervious concrete (PCPC)[J]. Construction and Building Materials, 2016, 117: 63-71. [4] 尹志刚,董思健,冯 隽.不同冻融介质作用下再生骨料透水混凝土力学性能试验研究[J].科学技术与工程,2019,19(15):303-308. YIN Z G, DONG S J, FENG J. Experimental study of mechanical properties of recycled aggregate pervious concrete under different freeze-thaw media[J]. Science Technology and Engineering, 2019, 19(15): 303-308 (in Chinese). [5] 姚明来,陈 洲,刘秦南,等.再生骨料无砂透水混凝土抗冻性能试验研究[J].三峡大学学报(自然科学版),2017,39(3):53-57. YAO M L, CHEN Z, LIU Q L, et.al. Test research on frost-resistance of no-fines recycled aggregate porous concrete[J]. Journal of China Three Gorges University (Natural Sciences), 2017, 39(3): 53-57 (in Chinese). [6] ROSS M, HASELBACH L, SENDELE T, et al. Magnesium chloride deicer chemical effects on pervious concrete[J]. Environmental Engineering Science, 2018, 35(11): 1165-1172. [7] CUTLER H E, WANG K J, SCHAEFER V R, et al. Resistance of Portland cement pervious concrete to deicing chemicals[J]. Transportation Research Record: Journal of the Transportation Research Board, 2010, 2164(1): 98-104. [8] 刘星雨.透水混凝土抗冻性的影响因素研究[D].哈尔滨:哈尔滨工业大学,2012. LIU X Y. Influence factors of frost resistance on pervious concrete[D]. Harbin: Harbin Institute of Technology, 2012 (in Chinese). [9] GESOLU M, GÜNEYISI E, KHOSHNAW G, et al. Abrasion and freezing-thawing resistance of pervious concretes containing waste rubbers[J]. Construction and Building Materials, 2014, 73: 19-24. [10] YANG Z F. Freezing-and-thawing durability of pervious concrete under simulated field conditions[J]. ACI Materials Journal, 2011, 108(2): 187-195. [11] 楼俊杰.不同掺和料影响下透水混凝土性能及冻融循环劣化研究[D].济南:山东大学,2016. LOU J J. Study on the performance and freeze-thaw cycle deterioration of non-fines concrete with different admixtures[D]. Jinan: Shandong University, 2016 (in Chinese). [12] ANDERSON I A, SIOZZO M, DEWOOLKAR M M. Laboratory and field evaluations of pervious concrete[J]. Deicing Chemicals, 2013: 1-93. [13] VANCURA M, MACDONALD K, KHAZANOVICH L. Microscopic analysis of paste and aggregate distresses in pervious concrete in a wet, hard freeze climate[J]. Cement and Concrete Composites, 2011, 33(10): 1080-1085. [14] CWIRZEN A, PENTTALA V. Aggregate-cement paste transition zone properties affecting the salt-frost damage of high-performance concretes[J]. Cement and Concrete Research, 2005, 35(4): 671-679. [15] 中华人民共和国住房和城乡建设部.透水水泥混凝土路面技术规程:CJJ/T 135—2009[S].北京:中国建筑工业出版社,2010. Ministry of Housing and Urban-Rural Development of the People’s Republic of China. Technical specifications for pervious concrete pavement: CJJ/T 135—2009[S]. Beijing: China Architecture & Building Press, 2010 (in Chinese). [16] 罗逸铭.硫酸盐侵蚀环境下透水混凝土材料性能劣化规律研究[D].南昌:南昌工程学院,2019. LUO Y M. Study on performance degradation law of pervious concrete material in sulfate erosion environment[D]. Nanchang: Nanchang Institute of Technology, 2019 (in Chinese). [17] 宋 慧,徐 多,向君正,等.骨料及水灰比对透水混凝土性能的影响[J].水利水电技术,2019,50(9):18-25. SONG H, XU D, XIANG J Z, et al. Influence of aggregate and water-cement ratio on the pervious concrete performance[J]. Water Resources and Hydropower Engineering, 2019, 50(9): 18-25 (in Chinese). [18] LUND M S M, HANSEN K K, BRINCKER R, et al. Evaluation of freeze-thaw durability of pervious concrete by use of operational modal analysis[J]. Cement and Concrete Research, 2018, 106: 57-64. [19] 杨全兵.盐及融雪剂种类对混凝土剥蚀破坏影响的研究[J].建筑材料学报,2006,9(4):464-467. YANG Q B. Effects of salt and snow-thawing agent types on salt-scaling damage of concrete[J]. Journal of Building Materials, 2006, 9(4): 464-467 (in Chinese). [20] 于 函.再生骨料透水混凝土性能及超声波波速与透水混凝土性能关系试验研究[D].长春:吉林大学,2019. YU H. Experimental study on properties of pervious concrete with recycled aggregate and the relationship between ultrasonic pulse velocity and properties of pervious concrete[D]. Changchun: Jilin University, 2019 (in Chinese). [21] DARWIN D, BROWNING J A, GONG L, et al. Effects of deicers on concrete deterioration[J]. ACI Materials Journal, 2008, 105(6): 622-627. [22] FARNAM Y, DICK S, WIESE A, et al. The influence of calcium chloride deicing salt on phase changes and damage development in cementitious materials[J]. Cement and Concrete Composites, 2015, 64: 1-15. [23] 石广顺.透水混凝土道面的冻融损伤研究[D].天津:中国民航大学,2020. SHI G S. Research on freeze-thaw damage of permeable concrete pavement[D]. Tianjin: Civil Aviation University of China, 2020 (in Chinese). [24] 封孝信,孙晓华,王晓燕,等.低水灰比砂浆中水泥后期水化对其长期强度的影响[C]//超高层混凝土泵送与超高性能混凝土技术的研究与应用国际研讨会论文集:中文版,2008. FENG X X, SUN X H, WANG X Y, et al. The influence of anaphase hydration of the unhydrated cement to strength of mortra concrete with low water-cement ratio[C]//Study on Super High-Rise Concrete Pumping and Ultra-High Performance Concrete Technology and Application of the International Symposium: Chinese edition, 2008 (in Chinese). [25] 赵铁军,朱金铨,冯乃谦.混凝土孔隙分析中的表征参数[C]//吴中伟院士从事科教工作六十年学术讨论会论文集,1999:5-11. ZHAO T J, Zhu J Q, FENG N Q. The characterization parameters for analysis of concrete pore[C]//Academic proceedings Wu Zhongwei Engaged in Science and Education for 60 Years Beijing China Building Material Industry Publishing House, 1999: 5-11 (in Chinese). [26] 陶 博.混凝土孔隙结构对氯离子扩散的影响[D].武汉:武汉理工大学,2009. TAO B. Effect of concrete pore structure on chloride diffusivity[D]. Wuhan: Wuhan University of Technology, 2009 (in Chinese). [27] 钱春香,朱晨峰.骨料粒径对混凝土热膨胀性能的影响[J].硅酸盐学报,2009,37(1):18-22. QIAN C X, ZHU C F. Influence of aggregate size on thermal expansion property of concrete[J]. Journal of the Chinese Ceramic Society, 2009, 37(1): 18-22 (in Chinese). [28] 章 瑞.水泥基材料热膨胀及热疲劳研究[D].武汉:武汉理工大学,2010. ZHANG R. Studies on thermal expansion properties and thermal fatigue of cement-based materials[D]. Wuhan: Wuhan University of Technology, 2010 (in Chinese). [29] 张大弓.骨料对混凝土热膨胀系数及热震开裂影响的研究[D].哈尔滨:哈尔滨工业大学,2019. ZHANG D G. Effect of aggregate on thermal expansion coefficient and thermal shock cracking of concrete[D]. Harbin: Harbin Institute of Technology, 2019 (in Chinese). |