[1] Mao J., Ding Y., Feng D., Fang K., Jin L., Zhu X., Gong F., Ren J. Improvement on mechanical properties and durability of concrete by ultra-deep migration technology of coupling agents. Construction and Building Materials,2025, 461:139863
[2] Mao J., Xia Y., Li H., Dai F., Guan S., Ren, J., Feasibility and application of novel electrical curing method for constant-temperature hardening of concrete at cold regions. Journal of Building Engineering,2024, 97:110899
[3] Mao J., Luo Z., Zhang L., Ren J., Zeng Y., Fang K., Fan W., Dai F. A low carbon treatment to enhance recycled aggregate concrete durability by continuous loading at the curing period. Journal of Cleaner Production,2024, 471:143408
[4] Zeng Y., Mao J.*, Ren J., Zhang L., Fang K., Yue Z., Luo L., Li L. Improvement on durability of concrete by early age continuous loading treatment. Construction and Building Materials, 2024, 418: 135392
[5] Zhang J., Ji P., Li Q., Zhong X., Jin W., Lu D., Zhang F., Mao J*. Continuum damage mechanics based fatigue life prediction and fatigue property analysis of pitting corrosion steel bars. Journal of Building Engineering, 2024,97:110484
[6] Chen C., Mao J.*, Ren J., Shi S., Dai F. Liquid nitrogen frozen cementitious material and its potential applications: Inspired by refrigeration industry. Construction and Building Materials, 2024, 440: 137448.
[7] Mi L., Mao J.*, Li L., Shi Q., Fang K., Li S., Deng X., L G. Microstructural damage and durability of plateau concrete: Insights into freeze-thaw resistance and improvement strategies. Structures, 2024, 60: 105888
[8] Yang Z., Mao J.*, Li B., Li L., Qian W., Li H., Ren J. Early strength development of mortar with calcium formate addition curing by electric field in cold region. Magazine of Concrete Research. 2023. 00042
[9] Mao J., Zhang Y., Quan S., Gao X., Jin W. Creep Characterization of Concrete Suffering Initial Damage. ASCE-Journal of Materials in Civil Engineering. 2023, 35(6):04023110
[10] Mao J., Jia H., Wu K., Wang Q., Li S., Qian W., Xiong F. A novel method to prevent frost cracking of perforated concrete components in cold regions. Cold Regions Science and Technology. 2023.103848
