Review on Frost Damages of Hydraulic Concrete in Cold Region and Its Preventive Control

Abstract

Abstract: As a common aging problem caused by the extreme climate in cold region, frost damages lead the structural performance to deterioration with a high probability, especially on the damming concrete widely used in the hydropower project, evenly resulted in unpredictable damages and an adverse effect to the service life of the project. On the basis of statistics, the problems existed and research situation, emphases on the theory research, test method, numerical simulation, damage identification, suppression and monitoring inhibit repair, etc., are discussed for the research of freeze-thaw diseases on hydraulic concrete. Suggested with the study, the research of the deterioration mechanism and improved test method subjected to freeze-thaw cycles should be strengthened with the coupled action of multiple damage factors, effective 3D multi-scale model, calculation methods and tools need to be developed to realize the fine numerical simulation of the freeze-thaw diseases process of hydraulic concrete in complex environment, in order to form a complete hydraulic concrete from research ideas, methods to engineering practice freeze-thaw preventive control theory.

Key words: hydraulic concrete, frost damage, numerical analysis, impact assessment, preventive control

CLC Number:

TU528

SU Huaizhi, XIE Wei. Review on Frost Damages of Hydraulic Concrete in Cold Region and Its Preventive Control[J]. BULLETIN OF THE CHINESE CERAMIC SOCIETY, 2021, 40(4): 1053-1071.

References

[1] 李智广,刘淑珍,张建国,等.我国冻融侵蚀的调查方法[J].中国水土保持科学,2012,10(4):1-5.
LI Z G, LIU S Z, ZHANG J G, et al. Survey method of freeze-thaw erosion in China[J]. Science of Soil and Water Conservation, 2012, 10(4): 1-5 (in Chinese).
[2] 刘淑珍,刘斌涛,陶和平,等.我国冻融侵蚀现状及防治对策[J].中国水土保持,2013(10):41-44.
LIU S Z, LIU B T, TAO H P, et al. Present situation and countermeasures of freeze-thaw erosion in China[J]. Soil and Water Conservation in China, 2013(10): 41-44 (in Chinese).
[3] 国家气象信息中心.中国地面气候示意图(1911—2010年)[OL].中国气象科学数据共享服务网.http://data.cma.cn/data/weatherBk.html,2019.
NMIC. Surface climate map of China (1911—2010)[OL]. China meteorological data sharing service system. http://data.cma.cn/data/weatherBk.html, 2019 (in Chinese).
[4] 李金玉,曹建国.水工混凝土耐久性的研究和应用[M].北京:中国电力出版社,2004.
LI J Y, CAO J G. Research and application of durability in hydraulic engineering concrete[M]. Beijing: China Electric Power Press, 2004 (in Chinese).
[5] 郑元勋,杨培冰,康海贵.冻融环境下混凝土结构耐久性研究综述[J].郑州大学学报(工学版),2016,37(5):27-32.
ZHENG Y X, YANG P B, KANG H G. The overview of concrete structure durability under the freeze-thaw condition[J]. Journal of Zhengzhou University (Engineering Science), 2016, 37(5): 27-32 (in Chinese).
[6] 武海荣,金伟良,延永东,等.混凝土冻融环境区划与抗冻性寿命预测[J].浙江大学学报(工学版),2012,46(4):650-657.
WU H R, JIN W L, YAN Y D, et al. Environmental zonation and life prediction of concrete in frost environments[J]. Journal of Zhejiang University (Engineering Science), 2012, 46(4): 650-657 (in Chinese).
[7] 朱伯芳.大体积混凝土温度应力与温度控制[M].2版.北京:中国水利水电出版社,2012.
ZHU B F. Thermal stresses and temperature control of mass concrete[M]. 2nd Edition. Beijing: China Water & Power Press, 2012 (in Chinese).
[8] 段安.受冻融混凝土本构关系研究和冻融过程数值模拟[D].北京:清华大学,2009.
DUAN A. Research on constitutive relationship of frozen-thawed concrete and mathematical modeling of freeze-thaw process[D]. Beijing: Tsinghua University, 2009 (in Chinese).
[9] 曾强.水泥基材料低温结晶过程孔隙力学研究[D].北京:清华大学,2012.
ZENG Q. Poromechanics of freezing behavior of cement-based porous materials saturated with salt solution[D]. Beijing: Tsinghua University, 2012 (in Chinese).
[10] 邢林生,周建波.在役混凝土坝耐久性研探[J].大坝与安全,2012(2):9-18.
XING L S, ZHOU J B. The durability of concrete dams in service[J]. Dam & Safety, 2012(2): 9-18 (in Chinese).
[11] 邢林生,聂广明.刘家峡水电站混凝土建筑物耐久性分析[J].水力发电,2010,36(3):39-42.
XING L S, NIE G M. Concrete structures durability analysis of Liujiaxia hydropower station[J]. Water Power, 2010, 36(3): 39-42 (in Chinese).
[12] 中华人民共和国水利部,中华人民共和国国家统计局.第一次全国水利普查公报[M].北京:中国水利水电出版社,2013.
Ministry of Water Resources, PRC, National Bureau of Statistics, PRC. Bulletin of first national census for water[M]. Beijing: China Water & Power Press, 2013 (in Chinese).
[13] POWERS T C, WILLIS T F. The air requirement of frost resistant concrete[C]. Highway Research Board Proceedings, 1949, 29: 183-211.
[14] POWERS T C, HELMUTH R A. Theory of volume changes in hardened Portland-cement paste during freezing[C]. Highway Research Board Proceedings, 1953, 32: 285-297.
[15] 国家质检总局.普通混凝土长期性能和耐久性能试验方法标准:GB/T 50082—2009[S].北京:中国建筑工业出版社,2009.
AQSIQ. Standard for test methods of long-term performance and durability of ordinary concrete: GB/T 50082—2009[S]. Beijing: China Architecture & Building Press, 2009 (in Chinese).
[16] 田威,张鹏坤,谢永利,等.冻融环境下基于CT技术混凝土孔隙结构的三维分布特征[J].长安大学学报(自然科学版),2016,36(3):49-55.
TIAN W, ZHANG P K, XIE Y L, et al. 3D distribution characteristics on concrete porous structure under freeze-thaw environment based on CT technique[J]. Journal of Chang’an University (Natural Science Edition), 2016, 36(3): 49-55 (in Chinese).
[17] SUN Z H, SCHERER G W. Effect of air voids on salt scaling and internal freezing[J]. Cement and Concrete Research, 2010, 40(2): 260-270.
[18] ZUBER B, MARCHAND J. Predicting the volume instability of hydrated cement systems upon freezing using poro-mechanics and local phase equilibria[J]. Materials and Structures, 2004, 37(4): 257-270.
[19] LIU L, YE G, SCHLANGEN E, et al. Modeling of the internal damage of saturated cement paste due to ice crystallization pressure during freezing[J]. Cement and Concrete Composites, 2011, 33(5): 562-571.
[20] DIPAYAN J. Concrete scaling: a critical review[C]. Proceedings of 29th Conference on Cement Microscopy, Quebec city, PQ, Canada, 2007: 91-130.
[21] 李曙光,陈改新,鲁一晖.引气和非引气混凝土冻融损伤微裂纹扩展规律研究[J].水利学报,2013,44(s1):80-86.
LI S G, CHEN G X, LU Y H. Microcrack development in freezing-thawing-damaged concrete with and without air-entrainment[J]. Journal of Hydraulic Engineering, 2013, 44(s1): 80-86 (in Chinese).
[22] SETZER M, AUBERG R, KECK H J. Frost resistance of concrete: from nano-structure and pore solution to macroscopic behaviour and testing[C]. Proceedings of International RILEM Workshop, 2002: 18-19.
[23] SETZER M J. Micro-ice-lens formation in porous solid[J]. Journal of Colloid and Interface Science, 2001, 243(1): 193-201.
[24] SCHERER G W. Crystallization in pores[J]. Cement and Concrete Research, 1999, 29(8): 1347-1358.
[25] KAUFMANN J P. Experimental identification of ice formation in small concrete pores[J]. Cement and Concrete Research, 2004, 34(8): 1421-1427.
[26] 关宇刚,孙伟,缪昌文.冻融疲劳作用下高强混凝土劣化特征点的分析[J].东南大学学报(自然科学版),2001,31(6):25-29.
GUAN Y G, SUN W, MIAO C W. Analysis of the characteristic degradation points for high strength concrete subjected to freeze-thaw cycles[J]. Journal of Southeast Univwrsity (Natural Science Edition), 2001, 31(6): 25-29 (in Chinese).
[27] VALENZA J J, SCHERER G W. A review of salt scaling: Ⅰ phenomenology[J]. Cement and Concrete Research, 2007, 37(7): 1007-1021.
[28] VALENZA J J, SCHERER G W. A review of salt scaling: Ⅱ mechanisms[J]. Cement and Concrete Research, 2007, 37(7): 1022-1034.
[29] SETZER M J, HEINE P, KASPAREK S, et al. Test methods of frost resistance of concrete: CIF-test: capillary suction, internal damage and freeze thaw test—reference method and alternative methods A and B[J]. Materials and Structures, 2004, 37(10): 743-753.
[30] 中华人民共和国水利部.水工混凝土试验规程:SL 352—2006[S].北京:中国水利水电出版社,2006.
Ministry of Water Resources, PRC. Test code for hydraulic concrete: SL 352—2006[S]. Beijing: China Water Power & Press, 2006 (in Chinese).
[31] 宋玉普,冀晓东.混凝土冻融损伤可靠度分析及剩余寿命预测[J].水利学报,2006,37(3):259-263.
SONG Y P, JI X D. Analysis on reliability of concrete under freezing-thawing action and evaluation of residual life[J]. Journal of Hydraulic Engineering, 2006, 37(3): 259-263 (in Chinese).
[32] 刘西拉,唐光普.现场环境下混凝土冻融耐久性预测方法研究[J].岩石力学与工程学报,2007,26(12):2412-2419.
LIU X L, TANG G P. Research on prediction method of concrete freeze-thaw durability under field environments[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(12): 2412-2419 (in Chinese).
[33] 刘光廷,黄达海.混凝土湿热传导与湿热扩散特性试验研究(Ⅰ):试验设计原理[J].三峡大学学报(自然科学版),2002,24(1):12-18.
LIU G T, HUANG D H. Experimental study on thermal conductivity and thermal diffusivity of moist concrete (Ⅰ): design pinciple of experimental device[J]. Journal of China Three Gorges University (Natural Sciences), 2002, 24(1): 12-18 (in Chinese).
[34] 刘光廷,黄达海.混凝土湿热传导与湿热扩散特性试验研究(Ⅱ):试验成果及其分析[J].三峡大学学报(自然科学版),2002,24(2):97-100+106.
LIU G T, HUANG D H. Experimental study on thermal conductivity and diffusivity of moist concrete (Ⅱ) experimental results and analysis: experimental results and analysis[J]. Journal of China Three Gorges University (Natural Sciences), 2002, 24(2): 97-100+106 (in Chinese).
[35] 李曙光,陈改新,鲁一晖.基于微裂纹定量分析的混凝土冻融损伤评价方法[J].水力发电学报,2013,32(3):207-212.
LI S G, CHEN G X, LU Y H. Evaluation method for freezing-thawing damage in concrete based on quantitative microcrack analysis[J]. Journal of Hydroelectric Engineering, 2013, 32(3): 207-212 (in Chinese).
[36] 曹大富,富立志,杨忠伟,等.冻融循环作用下混凝土受压本构特征研究[J].建筑材料学报,2013,16(1):17-23+32.
CAO D F, FU L Z, YANG Z W, et al. Study on constitutive relations of compressed concrete subjected to action of freezing-thawing cycles[J]. Journal of Building Materials, 2013, 16(1): 17-23+32 (in Chinese).
[37] 秦晓川.混凝土及预应力混凝土冻融机理及耐久性评估研究[D].南京:东南大学,2017.
QIN X C. Research of freeze-thaw mechanism and durability evaluation of concrete and prestressed concrete[D]. Nanjing: Southeast University, 2017 (in Chinese).
[38] 高升.基于耐久性的混凝土寿命预测方法研究进展[J].混凝土,2018(6):25-30.
GAO S. Research development on the service life prediction method on durability behavior of concrete[J]. Concrete, 2018(6): 25-30 (in Chinese).
[39] 肖前慧.冻融环境多因素耦合作用混凝土结构耐久性研究[D].西安:西安建筑科技大学,2010.
XIAO Q H. Concrete structure durability in freezing-thawing circumstance based on multi-factor effects[D]. Xi’an: Xi’an University of Architecture and Technology, 2010 (in Chinese).
[40] LI S, CHEN G, JI G, et al. Quantitative damage evaluation of air-entrained concrete suffered freezing-thawing by digital-image-processing technique[J]. Journal of the Chinese Ceramic Society, 2014, 42(8): 951-959.
[41] LI W T, SUN W, JIANG J Y. Damage of concrete experiencing flexural fatigue load and closed freeze/thaw cycles simultaneously[J]. Construction and Building Materials, 2011, 25(5): 2604-2610.
[42] 龙广成,刘赫,马昆林,等.考虑冻融作用的混凝土单轴压缩损伤本构模型[J].中南大学学报(自然科学版),2018,49(8):1884-1892.
LONG G C, LIU H, MA K L, et al. Uniaxial compression damage constitutive model of concrete subjected to freezing and thawing[J]. Journal of Central South University (Science and Technology), 2018, 49(8): 1884-1892 (in Chinese).
[43] GONG F Y, SICAT E, UEDA T, et al. Meso-scale mechanical model for mortar deformation under freeze thaw cycles[J]. Journal of Advanced Concrete Technology, 2013, 11(2): 49-60.
[44] 梁建鹏,杨玉峰.水工混凝土结构腐蚀检测与评估方法[J].江西水利科技,2016,42(5):342-347.
LIANG J P, YANG Y F. Corrosion detection and evaluation method for hydraulic concrete structures[J]. Jiangxi Hydraulic Science & Technology, 2016, 42(5): 342-347 (in Chinese).
[45] 王强.大坝混凝土工程质量检测与分析评价[J].水利规划与设计,2016(7):127-129.
WANG Q. Quality inspection and evaluation of dam concrete engineering[J]. Water Resources Planning and Design, 2016(7): 127-129 (in Chinese).
[46] 黄世强.混凝土坝结构缺陷检测技术进展和展望[J].大坝与安全,2016(3):1-9.
HUANG S Q. Development and prospect of defect detection technology for concrete dams[J]. Dam & Safety, 2016(3): 1-9 (in Chinese).
[47] MARTÍNEZ-MARTÍNEZ J, BENAVENTE D, GOMEZ-HERAS M, et al. Non-linear decay of building stones during freeze-thaw weathering processes[J]. Construction and Building Materials, 2013, 38: 443-454.
[48] 陈玉丽,马勇,潘飞,等.多尺度复合材料力学研究进展[J].固体力学学报,2018,39(1):1-68.
CHEN Y L, MA Y, PAN F, et al. Research progress in multi-scale mechanics of composite materials[J]. Chinese Journal of Solid Mechanics, 2018, 39(1): 1-68 (in Chinese).
[49] 刘琳,孙伟,陈惠苏,等.饱和状态下水泥浆体的微观结构冰冻损伤模型[J].东南大学学报(自然科学版),2011,41(5):1059-1064.
LIU L, SUN W, CHEN H S, et al. Microstructure-based modeling of frost damage of saturated cement paste[J]. Journal of Southeast University (Natural Science Edition), 2011, 41(5): 1059-1064 (in Chinese).
[50] RODRÍGUEZ P, ARAB P B, CELESTINO T B. Characterization of rock cracking patterns in diametral compression tests by acoustic emission and petrographic analysis[J]. International Journal of Rock Mechanics and Mining Sciences, 2016, 83: 73-85.
[51] 杨更社,申艳军,贾海梁,等.冻融环境下岩体损伤力学特性多尺度研究及进展[J].岩石力学与工程学报,2018,37(3):545-563.
YANG G S, SHEN Y J, JIA H L, et al. Research progress and tendency in characteristics of multi-scale damage mechanics of rock under freezing-thawing[J]. Chinese Journal of Rock Mechanics and Engineering, 2018, 37(3): 545-563 (in Chinese).
[52] 胡江.混凝土坝老化病害及其影响的递进分析方法[D].南京:河海大学,2013.
HU J. Hierarchical analysis methods of aging and degradation actions and their influences for concrete dams[D]. Nanjing: Hohai University, 2013 (in Chinese).
[53] 曾强,李克非.冻融情况下降温速率对水泥基材料变形和损伤的影响[J].清华大学学报(自然科学版),2008,48(9):1390-1394.
ZENG Q, LI K F. Influence of freezing rate on the cryo-deformation and cryo-damage of cement-based materials during freeze-thaw cycles[J]. Journal of Tsinghua University (Science and Technology), 2008, 48(9): 1390-1394 (in Chinese).
[54] 孙宾.损伤跨尺度演化致结构失效过程的模拟和分析方法[D].南京:东南大学,2016.
SUN B. Simulation and analysis method of failure process of engineering structures due to trans-scale damage evolution[D]. Nanjing: Southeast University, 2016 (in Chinese).
[55] OLSEN M P J. Mathematical modeling of the freezing process of concrete and aggregates[J]. Cement and Concrete Research, 1984, 14(1): 113-122.
[56] BAŽANT Z P, CHERN J C, ROSENBERG A M, et al. Mathematical model for freeze-thaw durability of concrete[J]. Journal of the American Ceramic Society, 1988, 71(9): 776-783.
[57] PENTTALA V, AL-NESHAWY F. Stress and strain state of concrete during freezing and thawing cycles[J]. Cement and Concrete Research, 2002, 32(9): 1407-1420.
[58] COUSSY O, DORMIEUX L, DETOURNAY E. From mixture theory to biot’s approach for porous media[J]. International Journal of Solids and Structures, 1998, 35(34/35): 4619-4635.
[59] 李守巨,刘迎曦,陈昌林,等.混凝土大坝冻融破坏问题的数值计算分析[J].岩土力学,2004,25(2):189-193.
LI S J, LIU Y X, CHEN C L, et al. Numerical computation and analysis of fracturing problems of concrete dam owing to freezing and thawing[J]. Rock and Soil Mechanics, 2004, 25(2): 189-193 (in Chinese).
[60] 宋恩来.东北地区大坝溢流面混凝土冻融与冻胀破坏[J].东北电力技术,2000,21(3):22-26.
SONG E L. The freezing-melting and destruction due to freezing inflation of dam overflow-surface concrete in northeast district[J]. Northeastern Electric Power Technology, 2000, 21(3): 22-26 (in Chinese).
[61] 陈志文.结构损伤多尺度分析的理论算法及其应用[D].南京:东南大学,2013.
CHEN Z W. Theory and algorithm of multi-scale analyses on damage evolution in infrastructure and its applications[D]. Nanjing: Southeast University, 2013 (in Chinese).
[62] DU C B, JIANG S Y, QIN W, et al. Numerical analysis of concrete composites at the mesoscale based on 3D reconstruction technology of X-ray CT images[J]. Computer Modeling in Engineering and Sciences, 2011, 81(3/4): 229-247.
[63] 王波,宁正福,姬江.多孔介质模型的三维重构方法[J].西安石油大学学报(自然科学版),2012,27(4):54-57+61+116.
WANG B, NING Z F, JI J. Study on 3D reconstruction methods of porous medium model[J]. Journal of Xi’an Shiyou University (Natural Science Edition), 2012, 27(4): 54-57+61+116 (in Chinese).
[64] 刘光廷,高政国.三维凸型混凝土骨料随机投放算法[J].清华大学学报(自然科学版),2003,43(8):1120-1123.
LIU G T, GAO Z G. Random 3D aggregate structure for concrete[J]. Journal of Tsinghua University (Science and Technology), 2003, 43(8): 1120-1123 (in Chinese).
[65] 马怀发,陈厚群,黎保琨.混凝土细观力学研究进展及评述[J].中国水利水电科学研究院学报,2004,2(2):124-130.
MA H F, CHEN H Q, LI B K. Review on micro-mechanics studies of concrete[J]. Journal of China Institute of Water, 2004, 2(2): 124-130 (in Chinese).
[66] 孙伟.现代结构混凝土耐久性评价与寿命预测[M].北京:中国建筑工业出版社,2015.
SUN W. Durability evaluation and service life prediction of modern concrete[M]. Beijing: China Architecture & Building Press, 2015 (in Chinese).
[67] 李兆霞.大型土木结构多尺度损伤预后的现状、研究思路与前景[J].东南大学学报(自然科学版),2013,43(5):1111-1121.
LI Z X. State of the art in multi-scale damage prognosis for major infrastructures[J]. Journal of Southeast University (Natural Science Edition), 2013, 43(5): 1111-1121 (in Chinese).
[68] 周晔欣,戴如玥,黄争鸣.复合材料结构力学分析CAE软件现状[J].应用力学学报,2020,37(1):114-122+475-476.
ZHOU Y X, DAI R Y, HUANG Z M. Current status of CAE software for composite structural analysis[J]. Chinese Journal of Applied Mechanics, 2020, 37(1): 114-122+475-476 (in Chinese).
[69] 王刚,安琳.COMSOL Multiphysics工程实践与理论仿真:多物理场数值分析技术[M].北京:电子工业出版社,2012.
WANG G, AN L. Engineering practice and theoretical simulation of COMSOL multiphysics: numerical analysis technology of multi-physics fields[M]. Beijing: Publishing House of Electronics Industry, 2012 (in Chinese).
[70] 马明军,李克非,阎培渝.混凝土结构冻融损伤数据库的开发与使用[J].混凝土,2007(3):7-10.
MA M J, LI K F, YAN P Y. The development and application of freezing and thawing damage database of concrete structure[J]. Concrete, 2007(3): 7-10 (in Chinese).
[71] 熊勃勃.混凝土面板堆石坝面板冻融损伤多尺度演化研究[D].南京:河海大学,2019.
XIONG B. Study on face slab of concrete face rockfill dam multi-scale evolution model of freeze-thaw damage[D]. Nanjing: Hohai University, 2019 (in Chinese).
[72] 周锡武.关于混凝土结构耐久性设计的若干问题研究[D].武汉:华中科技大学,2008.
ZHOU X W. Study on the durability design of concrete structures[D]. Wuhan: Huazhong University of Science and Technology, 2008 (in Chinese).
[73] MAGUREANU C, SOSA I, NEGRUTIU C, et al. Mechanical properties and durability of ultra-high-performance concrete[J]. ACI Materials Journal, 2012, 109(2): 177-184.
[74] AN M Z, WANG Y, LU Q, et al. Research on the durability of reactive powder concrete in marine corrosive environment[M]//Advances in Civil Engineering and Building Materials. Boca Raton: CRC Press, 2012: 109-113.
[75] 鞠彦忠,张琳,王德弘.季冻区路用活性粉末混凝土的耐久性研究[J].混凝土,2013(8):60-63.
JU Y Z, ZHANG L, WANG D H. Study of durability of RPC applied to the seasonal frost area pavement engineering[J]. Concrete, 2013(8): 60-63 (in Chinese).
[76] 陈改新.混凝土耐久性的研究、应用和发展趋势[J].中国水利水电科学研究院学报,2009,7(2):280-285.
CHEN G X. Application and development tendency of concrete durability research[J]. Journal of China Institute of Water Resources and Hydropower Research, 2009, 7(2): 280-285 (in Chinese).
[77] 金伟良,吴航通,许晨,等.钢筋混凝土结构耐久性提升技术研究进展[J].水利水电科技进展,2015,35(5):68-76+135.
JIN W L, WU H T, XU C, et al. Advances in research of technologies for durability enhancement of reinforced concrete structures[J]. Advances in Science and Technology of Water Resources, 2015, 35(5): 68-76+135 (in Chinese).
[78] 武海荣.混凝土结构耐久性环境区划与耐久性设计方法[D].杭州:浙江大学,2012.
WU H R. Environmental zonation on design methodology for durability of concrete structures[D]. Hangzhou: Zhejiang University, 2012 (in Chinese).
[79] 冯硕.水泥基修复材料及其与老混凝土界面性能研究[D].哈尔滨:哈尔滨工业大学,2019.
FENG S. Cement-based repaired composites and bond properties with old concrete[D]. Harbin: Harbin Institute of Technology, 2019 (in Chinese).