[1]金伟良;夏晋;毛江鸿.《混凝土结构耐久性电化学方法—防护、修复、提升和控制》,科学出版社, (学术专著)
[2] Mao, J., Xu, J., Zhang, J., Wu, K., He, J., Fan W., Recycling methodology of chloride-attacked concrete based on electrochemical treatment, Journal of Cleaner Production, 2022, 340: 130822
[3]Zhang, K.,Zhang, J. ,Jin, W., Mao, J. (通讯),Xu, Y.,Li, Q. Characterization of fatigue crack propagation of pitting-corroded rebars using weak magnetic signals. Engineering Fracture Mechanics, 2021,1-22
[4] Fang Y , Mao J(通讯), Zhang Y , et al. Calculation of Deflection and Stress of Assembled Concrete Composite Beams under Shrinkage and Creep and Its Application in Member Design Optimization[J]. KSCE Journal of Civil Engineering, 2021, 25(4): 3458-3476
[5] Zhang, K., Zhang, J., Jin, W., Mao, J. (通讯), & Xu, F. A novel method for characterizing the fatigue crack propagation of steel via the weak magnetic effect. International Journal of Fatigue, 2021, 146(1), 106166.
[6] Zhang K., Zhang J., Jin W., Mao J.(通讯), Long J. Stiffness degradation for fatigue of reinforced concrete beams after electrochemical rehabilitation. Construction and Building Materials, 2020, 260(120455).
[7] Fan W., Mao J. (通讯), Jin W., Xia J., Zhang J., Li Q. Repair effect of bidirectional electromigration rehabilitation on concrete structures at different durability deterioration stages. Construction and Building Materials, 2020, 251(118872).
[8] Zhang J., Jin W., Mao J. (通讯), Xia J., Fan W. Determining the fatigue process in ribbed steel bars using piezomagnetism. Construction and Building Materials, 2020, 239(117885).
[9] Zhang J., Jin W., Mao J. (通讯), Long J., Zhong X. Deterioration of static mechanical properties of RC beams due to bond damage induced by electrochemical rehabilitation. Construction and Building Materials, 2020, 237(UNSP 117629).
[10] Pan C., Li X., Mao J. The Effect of a Corrosion Inhibitor on the Rehabilitation of Reinforced Concrete Containing Sea Sand and Seawater. Materials, 2020, 13(14806).
[11] Pan C., Mao J., Jin W. Effect of Imidazoline Inhibitor on the Rehabilitation of Reinforced Concrete with Electromigration Method. Materials, 2020, 13(3982).
[12] Mao J., Jin W., Zhang J., Xia J., Fan W., Xu Y. Hydrogen embrittlement risk control of prestressed tendons during electrochemical rehabilitation based on bidirectional electro-migration. Construction and Building Materials, 2019, 213: 582-591.
[13] Mao J., Xu F., Jin W., Gao Q., Xu Y., Xu C. An Optical Fiber Sensor Method for Simultaneously Monitoring Corrosion and Structural Strain Induced by Loading. Journal of Testing Evaluation, 2018, 46(4): 1443-1451.
[14] Mao, J. H., Xu, F. Y., Jin, W. L., Zhang, J., Wu, X. X., & Chen, C. S. Research on the fatigue flexural performance of RC beams attacked by salt spray. China Ocean Engineering, 2018, 32(2), 179-188.
[15] Xia, J., Liu, Q. F., Mao, J. H., Qian, Z. H., Jin, S. J., Hu, J. Y., & Jin, W. L. Effect of environmental temperature on efficiency of electrochemical chloride removal from concrete. Construction and Building Materials, 2018, 193, 189-195.
[16] Pan, C. G., Jin, W. L., Mao, J. H., Zhang, H., Sun, L. H., & Wei, D. Influence of reinforcement mesh configuration for improvement of concrete durability. China Ocean Engineering, 2017, 31(5), 631-638.
[17] Mao J., Xu F., Gao Q., Liu S., Jin W., Xu Y. A Monitoring Method Based on FBG for Concrete Corrosion Cracking. Sensors, 2016, 16(10937).
[18] Mao J., Yu K., Xu Y., Wu X., Jin W., Xu C., Pan C. Experimental Research on the Distribution of Chloride Ion Migration in Concrete Cover during Electrochemical Chloride Extraction Treatment, Int J Electrochem Sc. 2016, 11(5): 4076-4083.
[19]张怡雪,毛江鸿(通讯),方明山,谭昱,王文洋.考虑存梁期影响的节段悬拼混凝土桥徐变变形分析[J].桥梁建设,2021,51(04):73-80.
[20]樊玮洁,吴云涛,毛江鸿(通讯),金伟良,陈锦森.电化学修复后钢筋混凝土黏结性能演变规律[J].工程科学学报,2021,43(06):778-785
[21]龚园军,张军,毛江鸿,金伟良,谭昱,罗林.电化学修复后不同含氢钢筋的低周疲劳性能试验研究[J].材料导报,2021,35(06):6146-6150.
[22]宋鑫,樊玮洁,毛江鸿,金伟良.基于多级电迁的混凝土内氯离子动态控制效果[J].浙江大学学报(工学版),2021,55(03):511-518.
[23]周建强,毛江鸿(通讯),宋鑫,樊玮洁,应国刚.某跨海大桥混凝土氯离子超限的诊断与处置[J].桥梁建设,2021,51(01):136-141.
[24]张军,金伟良,毛江鸿(通讯),龙江兴,樊玮洁.混凝土梁电化学修复后的耐久性能及力学特征[J].哈尔滨工业大学学报,2020,52(08):72-80.
[25]谢振康,金伟良,毛江鸿(通讯),张军,樊玮洁,夏晋.双向电迁移后混凝土内钢筋氢含量变化及影响[J].材料导报,2020,34(02):2039-2045.
[26]毛江鸿,陈佳芸,崔磊,金伟良,夏晋,许晨,王小军.氯盐侵蚀钢筋混凝土锈胀模型的动态修正[J].建筑材料学报,2016,19(03):485-490.
[27]毛江鸿,金伟良,李志远,许晨,任旭初.氯盐侵蚀钢筋混凝土桥梁耐久性提升及寿命预测[J].中国公路学报,2016,29(01):61-66.
[28]毛江鸿,陈佳芸,崔磊,何勇,金伟良,夏晋,许晨.氯盐侵蚀钢筋混凝土锈胀开裂监测及预测方法[J].建筑材料学报,2016,19(01):59-64.