[1] 编辑部中国公路学报. 中国交通隧道工程学术研究综述·2022[J]. 中国公路学报, 2022, 35(4): 1-40. (Editorial Department of China Journal of Highway and Transport. Review on China's traffic tunnel engineering research: 2022[J]. China Journal of Highway and Transport, 2022, 35(4): 1-40. (in Chinese))
[2] Hsu W S, Huang Y H, Shen T S, et al. Analysis of the Hsuehshan Tunnel Fire in Taiwan[J]. Tunnelling & Underground Space Technology, 2017, 69: 108-115.
[3] Wan H, Jiang Y, Jiang J. A survey of fire accidents during the process of highway tunnel operation in China from 2010 to 2021: Characteristics and countermeasures[J]. Tunnelling and Underground Space Technology, 2023: 105237.
[4] Ying Z L. Maximum ceiling temperature in a tunnel fire[J]. Fire Technology, 2010.
[5] 张迪. 钱江隧道植筋牛腿的耐火性能试验研究[J]. 地下空间与工程学报, 2015,11(3):585-590. (Zhang Di. Experimental research on fire resistance property of corbel with planted rebars in Qianjiang tunnel[J]. Chinese Journal of Underground Space and Engineering, 2015, 11(3): 585-590. (in Chinese))
[6] Duan J, Dong Y, Xiao J, et al. A large-scale fire test of an immersed tunnel under the protection of fire resistive coating[J]. Tunnelling and Underground Space Technology, 2021,111(1):103844.
[7] Zhang G, Zhang W, Zhang X, et al. Evaluation on fire resistance of composite segmental lining for shield tunnel[J]. Tunnelling and Underground Space Technology, 2023,131: 104781.
[8] Naser M Z. Heuristic machine cognition to predict fire-induced spalling and fire resistance of concrete structures[J]. Automation in Construction, 2019,106:102911-102916.
[9] Król A, Król M. Numerical investigation on fire accident and evacuation in a urban tunnel for different traffic conditions[J]. Tunnelling and Underground Space Technology, 2021,109(109):103751.
[10] Zhang Y, Huang X. A Review of Tunnel Fire Evacuation Strategies and State-of-the-Art Research in China[J]. Fire Technology, 2024,60(2):859-892.
[11] Wu X, Zhang X, Huang X, et al. A real-time forecast of tunnel fire based on numerical database and artificial intelligence[J]. Building Simulation (English), 2022,15(4):511-524.
[12] Król A, Król M. The factors determining the number of the endangered people in a case of fire in a road tunnel[J]. Fire Safety Journal, 2019,111:102942.
[13] Yoo J O, Oh B C, Kim H G. A numerical study on the characteristics of the smoke movement and the effects of structure in road tunnel fire[J]. Journal of Korean Tunnelling and Underground Space Association,2013,15(3):289-300.
[14] Jonatan G. Road tunnel fire safety and risk: a review[J]. Fire Science Reviews, 2015,4(1):1-27.
[15] Ahmed K S, Shahjalal M, Siddique T A, et al. Bond strength of post-installed high strength deformed rebar in concrete[J]. Case Studies in Construction Materials, 2021,15(3): e00581.
[16] 肖成志, 田稳苓, 孙文君, 等. 混凝土化学植筋粘结锚固性能的试验研究[J]. 武汉理工大学学报, 2010,32(14):126-131. (Xiao Chengzhi, Tian Wenling, Sun Wenjun, et al. Experimental research on the bonding properties of chemically post-i nstalled bar in concrete[J]. Journal of Wuhan University of Technology, 2010, 32(14): 126-131. (in Chinese))
[17] Delhomme F, Brun M. Pullout simulation of post installed chemically bonded anchors in UHPFRC[J]. MATEC Web of Conferences, 2018,199(1):11007.
[18] 中华人民共和国住房和城乡建设部 混凝土结构后锚固技术规程(JGJ 145-2013)[S]. 北京: 中国建筑工业出版社, 2013. (Ministry of Housing and Urban-Rural Development of the People's Republic of China. Technical specification for post-installed fastenings in concrete structures[S]. Beijing: China Architecture&Building Press, 2013. (in Chinese))
[19] 中华人民共和国住房和城乡建设部. 混凝土结构加固设计规范(GB 50367-2013)[S]. 北京: 中国建筑工业出版社, 2013. (Ministry of Housing and Urban-Rural Development of the People's Republic of China. Code for design of strengthening concrete structure[S]. Beijing: China Architecture&Building Press, 2013. (in Chinese))
[20] 刘长青, 陆洲导, 李占鸿, 等. 火灾(高温)下植筋试件拉拔承载力试验研究[J]. 四川大学学报(工程科学版), 2010,42(1):74-79. (Liu Changqing, Lu Zhoudao, Li Zhanhong, et al. Experimental study on the pullout strength of bonded rebar under fire (high temperature)[J]. Journal of Sichuan University (Engineering Science Edition), 2010, 42(1):74- 79. (in Chinese))
[21] 刘长青, 余江滔, 陆洲导, 等. 高温下植筋黏结—滑移性能试验研究[J]. 同济大学学报(自然科学版), 2010,38(11):1579-1585. (Liu Changqing, Yu Jiangtao, Lu Zhoudao, et al. Experimental study on bond-slip behavior of post-installed rebar at high temperature[J]. Journal of Tongji University(Natural Science), 2010, 38(11): 1579-1585. (in Chinese))
[22] Amine L M, Nicolas P, Jean-Fran Ois C, et al. Fire design of post-installed bonded rebars: Full-scale validation test on a 2.94×2×0.15m3 concrete slab subjected to ISO 834-1 fire[J]. Engineering Structures, 2018,174:81-94.
[23] 柳献, 袁勇, 叶光, 等. 聚丙烯纤维高温阻裂机理[J]. 同济大学学报(自然科学版), 2007(7):959-964. (Liu Xian, Yuan Yong, Ye Guang, et al. Mechanism of polypropylene fibers on preventing spalling of self-compacting concrete at high temperature[J]. Journal of Tongji University (Natural Science), 2007 (7): 959-964. (in Chinese))
[24] Kalifa P, Chéné G, Gallé C. High-temperature behaviour of HPC with polypropylene fibres: From spalling to microstructure[J]. Cement & Concrete Research, 2001,31(10):1487-1499.
[25] 徐礼华, 梅国栋, 黄乐, 等. 钢—聚丙烯混杂纤维混凝土轴心受拉应力—应变关系研究[J]. 土木工程学报, 2014,47(7):35-45. (Xu Lihua, Mei Guodong, Huang Le, et al. Study on uniaxial tensile stress-strain relationship of steel-polypropylenehybrid fiber reinforced concrete[J]. China Civil Engineering Journal, 2014, 47(7): 35-45. (in Chinese))
[26] 池寅, 黄乐, 余敏. 基于ABAQUS的钢—聚丙烯混杂纤维混凝土损伤塑性本构模型取值方法研究[J]. 工程力学, 2017,34(12):131-142. (Chi Yin, Huang Le, Yu Min. Calibration method of damage plasticity model for steel-polypropylene hybrid fiber reinforced concrete based on ABAQUS[J]. Engineering Mechanics, 2017, 34(12): 131-142. (in Chinese))
[27] 朱红兵, 王烨, 余志武, 等. 钢—聚丙烯混杂纤维陶粒混凝土与钢筋黏结锚固性能试验研究[J]. 建筑科学与工程学报, 2022,39(6):14-23. (Zhu Hongbing, Wang Ye, Yu Zhiwu, et al. Experimental study on bond anchorage performance between steel-polypropylene hybrid fiber ceramisite concrete and reinforcement[J]. Journal of Architecture and Civil Engineering, 2022, 39(6): 14-23. (in Chinese))
[28] Guo H, Jiang L, Tao J, et al. Influence of a hybrid combination of steel and polypropylene fibers on concrete toughness[J]. Construction and Building Materials, 2021,275:122132.
[29] Dadmand B, Sadaghian H, Mirmiran P A. Exploring the mechanical properties of steel- and polypropylene-reinforced ultra-high-performance concrete through numerical analyses and experimental multi-target digital image correlation[J]. Frontiers of Structural and Civil Engineering, 2023,17(8):1228-1248.
[30] Li Y, Tan K H, Yang E H. Synergistic effects of hybrid polypropylene and steel fibers on explosive spalling prevention of ultra-high performance concrete at elevated temperature - ScienceDirect[J]. Cement and Concrete Composites, 2019,96:174-181.
[31] Gao D, Li H, Yang F. Performance of polypropylene-steel hybrid fiber reinforced concrete after being exposed to high temperature[J]. Acta Materiae Compositae Sinica, 2013,30(1):187-193.
[32] Serrano R, Cobo A, Isabel P, et al. Analysis of fire resistance of concrete with polypropylene or steel fibers[J]. Construction & Building Materials, 2016, 122: 302-309.
[33] Yermak N, Pliya P, Beaucour A L, et al. Influence of steel and/or polypropylene fibres on the behaviour of concrete at high temperature: Spalling, transfer and mechanical properties[J]. Construction and Building Materials, 2017,132: 240-250.
[34] Suwanvitaya P, Chotickai P. Effect of elevated temperature exposure on the flexural behavior of steel-polypropylene hybrid fiber-reinforced concrete[J]. Materials and Structures, 2024,57(3): 1-14.
[35] 贺丽娟. 混杂纤维混凝土的耐火性能研究及其在隧道工程中的应用[D].成都: 西南交通大学, 2007. (He Lijuan. Study on the fire-resistent capability of hybrid fiber concrete and its application in tunnel engineering[D].Chengdu: Southwest Jiaotong University, 2007. (in Chinese))
[36] 中华人民共和国国家质量监督检验检疫总局. 建筑构件耐火试验方法.第1部分:通用要求(GB/T 9978.1-2008)[S]. 北京: 中国标准出版社, 2008. (General Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China. Fire-resistance tests.Elements of building construction.Part1:General requirements[S]. Beijing: Standards Press of China, 2008. (in Chinese))
[37] 中华人民共和国住房和城乡建设部. 普通混凝土配合比设计规程(JGJ 55-2011)[S]. 北京: 中国建筑工业出版社, 2011. (Ministry of Housing and Urban-Rural Development of the People's Republic of China. Specification for mix proportion design of ordinary concrete[S]. Beijing: China Architecture&Building Press, 2011. (in Chinese))
[38] 中国工程建设标准化协会. 纤维混凝土结构技术规程(CECS 38-2004)[S]. 中国计划出版社, 2004. (China Association for Engineering Construction Standardization. Technical specification for fiber reinforced concrete structures[S]. China Planning Press, 2004. (in Chinese))
[39] 解伟, 王晖, 李树山. 基于拉压杆模型的牛腿承载力试验研究[J]. 人民黄河, 2018,40(3):98-101. (Xie Wei, Wang Hui, Li Shushan. Experiment of the Corbel Bearing Capacity[J]. Yellow River, 2018, 40(3): 98-101. (in Chinese))