[1] LI V C, LEUNG C K Y. Steady-state and multiple cracking of short random fiber composites［J］. Journal of Engineering Mechanics, 1992, 118(11): 2246-2264.

[2] LI V C, WU H C, CHAN Y W. Effect of plasma treatment of polyethylene fibers on interface and ementitious composite properties［J］. Journal of the American Ceramic Society, 2005, 79(3): 700-704.

[3] LIU S G, YAN M, YAN C W, et al. Deicing salt resistance of PVA fiber reinforced cementitious composite［J］. Journal of Jilin University (Engineering and Technology Edition), 2012, 42(1): 63-67 (in Chinese).

[4] ZHANG J, LIU S G, YAN C W, et al. Influence of chloride environment on frost resistance of PVA fiber reinforced engineered cementitious composite［J］. Journal of the Chinese Ceramic Society, 2013, 41(6): 766-771 (in Chinese).

[5] JIN H S, LI F H, HE X Y F, et al. Research on frost resistance of polypropylene fiber cement-based composite material［J］. Materials Reports, 2020, 34(8): 8071-8076+8082 (in Chinese).

[6] QIAO S H, XUE W W, WU S Q, et al. Effect of fly ash content on mechanical properties and fiber failure morphology of ECC［J］. Concrete, 2022(8): 82-86+91 (in Chinese).

[7] LI H, GUO Q J, WANG J B, et al. Meso-/micro-structure of interfacial transition zone and durability of recycled aggregate concrete: a review［J］. Materials Reports, 2020, 34(13): 13050-13057 (in Chinese).

[8] WANG J B, HOU Z Y, ZHANG K F, et al. Durability of recycled aggregate concrete subjected to high concentration Mg2+-SO2-4-Cl- compound salts［J］. Materials Reports, 2022, 36(23): 73-83 (in Chinese).

[9] ADESINA A, DAS S. Durability evaluation of green-engineered cementitious composite incorporating glass as aggregate［J］. Journal of Materials in Civil Engineering, 2020, 32(12): 04020354.

[10] ADESINA A, DAS S. Evaluation of the durability properties of engineered cementitious composites incorporating recycled concrete as aggregate［J］. Journal of Materials in Civil Engineering, 2021, 33(2): 04020439.

[11] ADESINA A, DAS S. Sustainable utilization of recycled asphalt as aggregates in engineered cementitious composites［J］. Construction and Building Materials, 2021, 283: 122727.

[12] CHENG Z Q, YAN W H, SUI Z B, et al. Effect of fiber content on the mechanical properties of engineered cementitious composites with recycled fine aggregate from clay brick［J］. Materials, 2021, 14(12): 3272.

[13] YUAN C F, WANG D, LI H F, et al. Effect of fiber content on fluidity and mechanical properties of recycled brick powder ECC［J］. Journal of Architecture and Civil Engineering, 2021, 38(5): 74-82 (in Chinese).

[14] HE Y X. Study on durability of ECC of recycled brick powder in salt freezing environment［D］. Zhengzhou: Zhengzhou University, 2020 (in Chinese).

[15] Ministry of Housing and Urban-Rural Development, People’s Republic of China. Specification for mix proportion design of ordinary concrete： JGJ 55—2011［S］.Beijing： China Architecture and Construction Press, 2011 (in Chinese).

[16] Ministry of Housing and Urban-Rural Development, People’s Republic of China. Standard of test method for long-term performance and durability of ordinary concrete: GB/T 50082—2009［S］. Beijing: China Architecture and Construction Press, 2009 (in Chinese).

[17] PENG L. Experimental study and numerical simulation of concrete damage process under sulfate-chloride coupling transmission［D］. Shijiazhuang: Shijiazhuang Tiedao University, 2022 (in Chinese).

[18] MU R, MIAO C W, LIU J P, et al. Effect of sodium sulphate solution on the frost resistance of concrete［J］. Journal of Building Materials, 2001, 4(4): 311-316 (in Chinese).

[19] ZHU M. Study on sulfate corrosion resistance and frost resistance of carbon nanofiber reinforced cement-based materials［D］.Hangzhou: Zhejiang University of Technology, 2019 (in Chinese).

[20] MU R, MIAO C W, LIU J P, et al. Effect of nacl and Na2SO4 solution on the frost resistance of concrete and its mechanism［J］. Journal of the Chinese Ceramic Society, 2001, 29(6): 523-529 (in Chinese).

[21] QIAN J S, YU J C, SUN H Q, et al. Formation and function of ettringite in cement hydrates［J］. Journal of the Chinese Ceramic Society, 2017, 45(11): 1569-1581 (in Chinese).

[22] Ministry of Housing and Urban-Rural Development, People’s Republic of China. Standard for design of concrete structures durability: GB/T 50476—2019［S］.Beijing： China Architecture and Construction Press, 2019 (in Chinese).

[23] Ministry of Housing and Urban-Rural Development, the People’s Republic of China, General Administration of Quality Supervision, Inspection and Quarantine of the People’s Republic of China. Code for design of hydraulic structures against ice and freezing action: GB/T 50662—2011［S］. Beijing： China Plan Publishing House, 2012 (in Chinese).

[24] QIAO H X, SUN B, CHEN D S, et al. The optimization research of methods of concrete perfoamance evaluation under the condition of freezing and thawing［J］. China Building Materials Science & Technology, 2014, 23(2): 39-42+87 (in Chinese).

[25] QIAO H X, LU C G, LI Y, et al. Experiment on durability damage assessment of concrete field exposed in saline soil area of Ningxia［J］. Journal of Architecture and Civil Engineering, 2016, 33(6): 44-52 (in Chinese).

[26] HASAN M, OKUYAMA H, SATO Y, et al. Stress-strain model of concrete damaged by freezing and thawing cycles［J］. Journal of Advanced Concrete Technology, 2004, 2(1): 89-99.