考虑气候时空特征的中国高原混凝土冻融作用分析与区划

刘铁军, 张明, 邹笃建, 刘加平, 欧进萍

工程（英文） ›› 2024, Vol. 42 ›› Issue (11) : 308-325.

PDF(7827 KB)
PDF(7827 KB)
工程（英文） ›› 2024, Vol. 42 ›› Issue (11) : 308-325. DOI: 10.1016/j.eng.2024.04.016
研究论文
Article

考虑气候时空特征的中国高原混凝土冻融作用分析与区划

作者信息 +

Analysis and Zonation of Freeze-Thaw Action in the Chinese Plateau Region Considering Spatiotemporal Climate Characteristics

Author information +
History +

摘要

高频冻融是造成中国高原地区混凝土劣化和性能退化的关键原因之一，其对重大基础设施工程的长效服役形成了严峻挑战。现行混凝土结构耐久性设计标准通常以最冷月平均温度等单参数进行冻融作用分级与抗冻设计，忽略了真实服役环境下冻融作用时空特征、幅值及频次等因素的综合影响。针对上述问题，本研究系统探究不同区域气候差异对混凝土冻融作用的影响规律，结合频次分析和空间插值技术建立混凝土冻融作用时空分布模型。采用聚类分析等方法，绘制考虑冻结温度、冻融幅值和冻融频次的中国三参数冻融作用等级区划图。基于经典的静水压理论和线性损伤累计法则，建立真实服役环境的冻融作用与实验室快冻法之间的相似性关系。最后，搭建集气象数据查询、环境特征分析、冻融作用分析与相似性计算于一体的可视化平台，以期为高原地区混凝土的冻融耐久性寿命评估与定量化设计提供理论基础和技术支持。

Abstract

Concerns about the durability of transportation infrastructure due to freeze-thaw (F-T) cycles are particularly significant in the Chinese plateau region, where concrete aging and performance deterioration pose substantial challenges. The current national standards for the frost resistance design of concrete structures are based predominantly on the coldest monthly average temperature and do not adequately address the comprehensive effects of the spatiotemporal variance, amplitude, and frequency of F-T cycles. To address this issue, this study introduced a spatiotemporal distribution model to analyze the long-term impact of F-T action on concrete structures by employing statistical analysis and spatial interpolation techniques. Cluster analysis was applied to create a nationwide zonation of F-T action level from data on the freezing temperature, temperature difference, and the number of F-T cycles. Furthermore, this study explored the similarity between natural environmental conditions and laboratory-accelerated tests using hydraulic pressure and cumulative damage theories. A visualization platform that incorporates tools for meteorological data queries, environmental characteristic analyses, and F-T action similarity calculations was designed. This research lays theoretical groundwork and provides technical guidance for assessing service life and enhancing the quantitative durability design of concrete structures in the Chinese plateau region.

关键词

混凝土耐久性 / 冻融作用 / 环境特征 / 相似性 / 区划

Keywords

Concrete durability / Freeze-thaw (F-T) / Environmental characteristics / Similarity / Zonation

引用本文

EndNote

Ris (Procite)

Bibtex

导出引用
刘铁军, 张明, 邹笃建. 考虑气候时空特征的中国高原混凝土冻融作用分析与区划. Engineering. 2024, 42(11): 308-325 https://doi.org/10.1016/j.eng.2024.04.016

参考文献

原文顺序 | 文献年度倒序 | 文中引用次数倒序
[1]
L. Liu, X. Wang, J. Zhou, H. Chu, D. Shen, H. Chen, et al. Investigation of pore structure and mechanical property of cement paste subjected to the coupled action of freezing/thawing and calcium leaching. Cement Concr Res, 109 (2018), pp. 133-146
[2]
D. Eriksson, D. Wahlbom, R. Malm, K. Fridh. Hygro-thermo-mechanical modeling of partially saturated air-entrained concrete containing dissolved salt and exposed to freeze-thaw cycles. Cement Concr Res, 141 (2021), p. 106314
[3]
L. Liu, D. Shen, H. Chen, W. Sun, Z. Qian, H. Zhao, et al. Analysis of damage development in cement paste due to ice nucleation at different temperatures. Cement Concr Compos, 53 (2014), pp. 1-9
[4]
W. Guo, F. Wang, Y. Wu, F. Han, C. Yu, J. Liu, et al. A non-equilibrium micromechanics-based thermo-hydro-mechanical model for freezing/thawing in saturated cementitious materials: from elasticity to elastic-plasticity. Cement Concr Res, 173 (2023), p. 107267
[5]
Z. Sun, G.W. Scherer. Pore size and shape in mortar by thermoporometry. Cement Concr Res, 40 (5) (2010), pp. 740-751
[6]
W. Guo, F. Han, J. Jiang, W. Xu. A micromechanical framework for thermo-elastic properties of multiphase cementitious composites with different saturation. Int J Mech Sci, 224 (2022), p. 107313
[7]
W. Xu, Y. Zhang, J. Jiang, Z. Liu, Y. Jiao. Thermal conductivity and elastic modulus of 3D porous/fractured media considering percolation. Int J Eng Sci, 161 (2021), p. 103456
[8]
Y. Wang, W. Yang, A. Zhang, P. Liu, Y. Ge. Investigating icing behavior in cementitious material during freeze-thaw using low-temperature low-field NMR. Cement Concr Res, 175 (2024), p. 107378
[9]
L. Gan, X. Feng, H. Zhang, Z. Shen, L. Xu, W. Zhang, et al. Three-dimensional mesonumerical model of freeze-thaw concrete based on the porosity swelling theory. J Mater Civ Eng, 35 (10) (2023), p. 05023005
[10]
Y. Hu. Earthquake engineering in China. Earthq Eng Eng Vib, 1 (1) (2002), pp. 1-9
[11]
Ministry of Housing and Urban-Rural Development of the People’s Republic of China, General Administration of Quality Supervision, Inspection and Quarantine of the People’s Republic of China. GB/T 50476-2019: Standard for design of concrete structure durability. Chinese standard. Beijing: China Architecture Publishing & Media Co., Ltd.; 2019. Chinese.
[12]
P. Zhang, F.H. Wittmann, M. Vogel, H.S. Müller, T. Zhao. Influence of freeze-thaw cycles on capillary absorption and chloride penetration into concrete. Cement Concr Res, 100 (2017), pp. 60-67
[13]
H. Zhao, Y. Hu, Z. Tang, K. Wang, Y. Li, W. Li. Deterioration of concrete under coupled aggressive actions associated with load, temperature, and chemical attacks: a comprehensive review. Constr Build Mater, 322 (2022), p. 126466
[14]
R. Wu, J. Xia, K. Chen, J. Chen, Q. Liu, W. Jin. Spatiotemporal interpolation of surface chloride content for marine RC structures based on non-uniform spatiotemporal Kriging interpolation method. Struct Saf, 103 (2023), p. 102329
[15]
R. Wang, Z. Hu, Y. Li, K. Wang, H. Zhang. Review on the deterioration and approaches to enhance the durability of concrete in the freeze-thaw environment. Constr Build Mater, 321 (2022), p. 126371
[16]
Y. Yuan, J. Jiang. Climate load model-climate action spectrum for predicting durability of concrete structure. Constr Build Mater, 29 (2012), pp. 291-298
[17]
Y. Yuan, J. Jiang. Prediction of temperature response in concrete in a natural climate environment. Constr Build Mater, 25 (8) (2011), pp. 3159-3167
[18]
T. Cho. Prediction of cyclic freeze-thaw damage in concrete structures based on response surface method. Constr Build Mater, 21 (12) (2007), pp. 2031-2040
[19]
S.H. Smith, C. Qiao, P. Suraneni, K.E. Kurtis, W.J. Weiss. Service-life of concrete in freeze-thaw environments: critical degree of saturation and calcium oxychloride formation. Cement Concr Res, 122 (2019), pp. 93-106
[20]
H. Lin, Y. Han, S. Liang, F. Gong, S. Han, C. Shi, et al. Effects of low temperatures and cryogenic freeze-thaw cycles on concrete mechanical properties: a literature review. Constr Build Mater, 345 (2022), p. 128287
[21]
ASTM C666/C666M-15: Standard test method for resistance of concrete to rapid freezing and thawing. ASTM standard. West Conshohocken: American Society for Testing and Materials; 2015.
[22]
Ministry of Housing and Urban-Rural Development of the People’s Republic of China, General Administration of Quality Supervision, Inspection and Quarantine of the People’s Republic of China. GB/T 50082-2009: Standard for test methods of long-term performance and durability of ordinary concrete. Chinese standard. Beijing: China Architecture Publishing & Media Co., Ltd.; 2009. Chinese.
[23]
JIS A1148-2001: Method of test for resistance of concrete to freezing and thawing. Japanese standard. Tokyo: Japanese Industrial Standards Committee; 2010. Japanese.
[24]
R. Peng, W. Qiu, F. Teng. Investigation on seawater freeze-thaw damage deterioration of marine concrete structures in cold regions from multi-scale. Ocean Eng, 248 (2022), p. 110867
[25]
Y. Şahin, Y. Akkaya, M.A. Taşdemir. Effects of freezing conditions on the frost resistance and microstructure of concrete. Constr Build Mater, 270 (2021), p. 121458
[26]
Powers TC, Willis TF.The air requirement of frost-resistant concrete. In:Proceedings of the 29th Annual Meeting of the Highway Research Board; 1949 Dec 13- 16 ; Washington, DC, USA. Washington, DC: Highway Research Board; 1949.
[27]
T.C. Powers. A working hypothesis for further studies of frost resistance of concrete. J Proc, 41 (1) (1945), pp. 245-272
[28]
Powers TC, Helmuth RA. Theory of volume changes in hardened Portland-cement paste during freezing. In: Proceedingof the 32nd Annual Meeting of the Highway Research Board; Jan 13-16 ; Washington DC, USA. 1953 Washington, DC: Highway Research Board; 1953.
[29]
G.W. Scherer. Crystallization in pores. Cement Concr Res, 29 (8) (1999), pp. 1347-1358
[30]
G.W. Scherer. Stress from crystallization of salt. Cement Concr Res, 34 (9) (2004), pp. 1613-1624
[31]
G. Fagerlund. The critical degree of saturation method of assessing the freeze/thaw resistance of concrete. Mater Constr, 10 (4) (1977), pp. 217-229
[32]
M.J. Setzer. Micro-ice-lens formation in porous solid. J Colloid Interface Sci, 243 (1) (2001), pp. 193-201
[33]
O. Coussy. Poromechanics. John Wiley & Sons Ltd, Chichester (2004)
[34]
S. Chatterji. Freezing of air-entrained cement-based materials and specific actions of air-entraining agents. Cement Concr Compos, 25 (7) (2003), pp. 759-765
[35]
F. Gong, S. Jacobsen. Modeling of water transport in highly saturated concrete with wet surface during freeze/thaw. Cement Concr Res, 115 (2019), pp. 294-307
[36]
A. Mardani-Aghabaglou, Ö. Andiç-Çakir, K. Ramyar. Freeze-thaw resistance and transport properties of high-volume fly ash roller compacted concrete designed by maximum density method. Cement Concr Compos, 37 (2013), pp. 259-266
[37]
H.A. Shah, Q. Yuan, S. Zuo. Air entrainment in fresh concrete and its effects on hardened concrete—a review. Constr Build Mater, 274 (2021), p. 121835
[38]
J. Liu, P. Zhai.Changes in climate regionalization indices in China during 1961-2010. Adv Atmos Sci, 31 (2) (2014), pp. 374-384
[39]
J. Wang, S. Wise, R. Haining. An integrated regionalization of earthquake, flood, and drought hazards in China. Trans GIS, 2 (1) (1997), pp. 25-44
[40]
Wu H, Zhang F, Wang Y, Ma XW. Environmental factors influencing the durability of concrete structures in maine environments. In: Proceeding of the Sixth International Conference on Durability of Concrete Structures; 2019 Jul 18-20; West Yorkshire, UK. West Lafayette: Purdue University; 2019.
[41]
Huang Q, Xu N, Gu X, Jin XY, Zhang WP, Jin N. Environmental zonation for durability assessment and design of reinforced concrete structures in China. In: Proceeding of the 1st International Conference on Microstructure Related Durability of Cementitious Composites; 2008 Oct 13-15; Nanjing, China. Cité Descartes: RILEM Publications; 2008. p. 735-43.
[42]
I.M. Asi. Performance evaluation of SUPERPAVE and Marshall asphalt mix designs to suite Jordan climatic and traffic conditions. Constr Build Mater, 21 (8) (2007), pp. 1732-1740
[43]
J. Cota, C. Martínez-Lazcano, M. Montoya-Alcaraz, L. García, A. Mungaray-Moctezuma, A. Sánchez-Atondo. Improvement in durability and service of asphalt pavements through regionalization methods: a case study in Baja California, Mexico. Sustainability, 14 (9) (2022), p. 5123
[44]
D. Luo, H. Dong, D. Niu. Geographic division of exposure environment for concrete structure based on fuzzy clustering-rough set information entropy. Struct Concr, 24 (1) (2023), pp. 485-503
[45]
D. Luo, Y. Wang, S. Zhang, D. Niu. Application of fuzzy and rough sets to environmental zonation for concrete durability: a case study of Shaanxi Province, China. Sustainability, 12 (8) (2020), p. 3128
[46]
K. Zhao, X. Ma, H. Zhang, Z. Dong. Performance zoning method of asphalt pavement in cold regions based on climate indexes: a case study of Inner Mongolia, China. Constr Build Mater, 361 (2022), p. 129650
[47]
Y. Yang, B. Qian, Q. Xu, Y. Yang. Climate regionalization of asphalt pavement based on the K-means clustering algorithm. Adv Civ Eng, 2020 ( 2020), pp. 1-13
[48]
H. Yu, H. Ma, K. Yan. An equation for determining freeze-thaw fatigue damage in concrete and a model for predicting the service life. Constr Build Mater, 137 (2017), pp. 104-116
[49]
P. Zhao, Q. Lei, X. Zhang, W.J. Huan, H.J. Ma. Ability and life prediction of Chinese traditional black bricks under freezing and thawing conditions. Rev Rom Mater, 49 (1) (2019), pp. 157-166
[50]
C. Lin, J.P. Ou. Analysis of Harbin’s freeze-thaw action for life-cycle structure design. Appl Mech Mater, 105 (2012), pp. 804-809
[51]
C. Lin, J.P. Ou. Study and application of China’s freeze-thaw action spectrums for life-cycle structure design. Appl Mech Mater, 105 (2012), pp. 777-783
[52]
H. Beushausen, R. Torrent, M.G. Alexander. Performance-based approaches for concrete durability: sate of the art and future research needs. Cement Concr Res, 119 (2019), pp. 11-20
[53]
Yang K, He J, Tang W, Lu H, Qin J, Chen Y, et al. China meteorological forcing dataset (1979-2018) [Internet]. Lanzhou: A Big Earth Data Platform for Three Poles; 2019 [cited 2024 Apr 15]. Available from: https://poles.tpdc.ac.cn/en/data/8028b944-daaa-4511-8769-965612652c49/.
[54]
J. Li, A.D. Heap. Spatial interpolation methods applied in the environmental sciences: a review. Environ Model Softw, 53 (2014), pp. 173-189
[55]
T.T. Soong. Fundamentals of probability and statistics for engineers. John Wiley & Sons Ltd., Hoboken (2004)
[56]
Fagerlund G. Mechanical damage and fatigue effects associated with freeze-thaw of materials. In: Proceeding of the 2nd International RILEM Workshop of Frost Resistance of Concrete; 2002 Apr 18-19; Essen, Germany. Paris: RILEM Publications SARL; 2002. p. 117-32.
[57]
A. Arabzadeh, M. Guler. Thermal fatigue behavior of asphalt concrete: a laboratory-based investigation approach. Int J Fatigue, 121 (2019), pp. 229-236
[58]
H. Cai, X. Liu. Freeze-thaw durability of concrete: ice formation process in pores. Cement Concr Res, 28 (9) (1998), pp. 1281-1287
[59]
Z. Zhang, Q. Liu, Q. Wu, H. Xu, P. Liu, M. Oeser. Damage evolution of asphalt mixture under freeze-thaw cyclic loading from a mechanical perspective. Int J Fatigue, 142 (2021), p. 105923
[60]
Y. Farnam, H. Todak, R. Spragg, J. Weiss. Electrical response of mortar with different degrees of saturation and deicing salt solutions during freezing and thawing. Cement Concr Compos, 59 (2015), pp. 49-59
[61]
M. Chai, J. Zhang, H. Zhang, Y. Mu, G. Sun, Z. Yin. A method for calculating unfrozen water content of silty clay with consideration of freezing point. Appl Clay Sci, 161 (2018), pp. 474-481
[62]
A.C. Mitropoulos. The Kelvin equation. J Colloid Interface Sci, 317 (2) (2008), pp. 643-648
[63]
L. Chen, M. Tyler Ley, R.M. Ghantous, W. Jason Weiss, N.F. Master. Measuring damaging freeze-thaw cycles in the field. Constr Build Mater, 387 (2023), p. 131660
[64]
Y. Ma, S. Li, L. Zhang, H. Li, Z. Liu. Numerical simulation on heat extraction performance of enhanced geothermal system under the different well layout. Energy Explor Exploit, 38 (1) (2020), pp. 274-297
[65]
S.H. Smith, K.E. Kurtis, I. Tien. Probabilistic evaluation of concrete freeze-thaw design guidance. Mater Struct, 51 (5) (2018), p. 124
[66]
X. Li, Z. Fu, Z. Luo. Effect of atmospheric pressure on air content and air void parameters of concrete. Mag Concr Res, 67 (8) (2015), pp. 391-400
[67]
M.A. Miner.Cumulative damage in fatigue. J Appl Mech, 12 (3) ( Sep 1945), pp. A159-A164
[68]
R. Tepfers. Tensile fatigue strength of plain concrete. J Proc, 76 (8) (1979), pp. 919-934
[69]
B.H. Oh. Fatigue analysis of plain concrete in flexure. J Struct Eng, 112 (2) (1986), pp. 273-288
[70]
X.L. Liu, G.P. Tang. Research on prediction method of concrete freeze-thaw durability under field environments. Chin J Rock Mech Eng, 26 (12) (2007), pp. 2412-2419Chinese
[71]
P. Du, Y. Yao, L. Wang, D.Y. Xu, Z.H. Zhou, S.F. Huang, et al. Deformation of a concrete matrix subject to a cyclic freeze-thaw process. RSC Advances, 6 (63) (2016), pp. 58417-58425
PDF(7827 KB)

Accesses

Citation

Detail
段落导航
相关文章

/

〈 〉