一、基本信息
姓名：陈光辉 出生年月：1993.09
职称：讲师
政治面貌：中共党员 学历：博士研究生
系所：郑州大学 岩土与地下工程研究所
邮箱：15700731178@163.com
二、教育背景
2013.09-2017.06 中南大学土木工程学院 土木工程 工学学士学位
2017.09-2023.07 中南大学土木工程学院 道路与铁道工程 工学博士学位 (李亮教授团队)
2018.09-2019.03 英国利物浦大学 土木工程与工业设计 高级访问学者 （中南大学留学特别资助奖学金）
2021.08-2022.09 德国地学研究中心 岩土工程 博士联合培养 （CSC资助）
三、学术兼职
1、2024.05-2026.05 《长安大学学报（自然科学版）》 青年编委
2、2024.10-2026.09 《Journal of Highway and Transportation Research and Development (English Edition)》 首届青年编委
3、2024-2026 《市政技术》 青年编委
4、期刊《Tunnelling and Underground Space Technology》《Computers and Geotechnics》、《Applied Mathematical Modelling》、《Alexandria Engineering Journal》、《Advances in Engineering Software》、《Journal of Rock Mechanics and Geotechnical Engineering》、《Engineering failure analysis》、《Bulletin of Engineering Geology and the Environment》、《Journal of Traffic and Transportation Engineering (English Edition)》、《Soil Dynamics and Earthquake Engineering》、《International Journal of Geomechanics》、《Geomechanics and Engineering》、《International Journal of Geotechnical Engineering》、《KSCE Journal of Civil Engineering》、《European Journal of Environmental and Civil Engineering》、《Rock Mechanics Bulletin》、《Results in Engineering》、《Artificial Intelligence in Geosciences》、《Forces in Mechanics》、《长安大学学报（自然科学版）》、《公路工程》、《市政技术》等审稿人
四、研究方向
1、交通岩土工程结构物稳定性分析
2、岩土工程结构物可靠性分析与失稳风险评估
3、岩土工程结构物变形监测及预测预警技术研究
五、承担和参与的科研项目
1、“中原英才计划”-中原青年拔尖计划项目（主持）：高水压复合地层大断面泥水盾构隧道开挖面失稳风险评估
2、郑州大学科研启动项目（主持）：越江复合地层盾构隧道开挖面失稳风险评估
3、湖南省研究生科研创新项目(主持)：植被根系和地震荷载作用下边坡稳定性及位移预测关键技术研究
4、中南大学研究生科研创新项目(主持)：考虑非均质及土供效应条件下深/浅埋盾构隧道掌子面稳定性研究
5、贵州省重大科技专项(负责)：高山峡谷岩溶区超大断面通航隧洞设计与施工关键技术研究
6、湖南省交通运输进步与创新项目(主要参与者)：“智慧交通”建养一体化关键技术研究
7、国家重大专项子课题(主要参与者)：复杂环境下轨道交通土建基础设施防灾及能力保持技术
8、江西省交通厅科技项目(主要参与者)：复合地层环境下地铁下穿既有铁路及建构筑物施工关键技术研究
9、河南省重点研发专项（参与）：城市地下空间拓建施工安全关键技术与应用示范
六、主要学术成果
共发表SCI检索论文32篇，其中以第一/通讯作者发表SCI论文22篇（含3篇ESI高倍引论文）。参编地方标准2部。部分成果如下：
【学术论文】
[1] Chen Guang-Hui, Zou Jin-Feng, Guo Yi-Fan, et al. Three-Dimensional Passive Partial Failure Analysis of the Excavation Face of a Shield Tunnel[J]. International Journal of Geomechanics, 2025, 25(7): 04025131. (中科院二区，IF：3.7)
[2] Chen G H, Wang L, et al. Three-dimensional dynamic stability analysis of vegetation-rooted slopes[J]. Bulletin of Engineering Geology and the Environment, 2024, 83 (12), 1-19. (中科院二区，JCR1区，IF：4.2)
[3] Chen G H, Zou J F, Guo Y C et al. Face stability assessment of a longitudinally inclined tunnel considering pore water pressure[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2024, 1-23. (中科院二区，JCR1区，IF：3.7)
[4] Chen G H, Zou J F. Three-dimensional stability analysis of tunnel face considering the upper partial failure in layered rock masses. Bulletin of Engineering Geology and the Environment, 2024, 83(4): 1-23. (中国科学院二区，JCR1区，IF：4.2)
[5] Chen G H, Zou J F, et al. Three-dimensional blow-out stability analysis of shield tunnel face in anisotropic and heterogeneous soils. Tunnelling and Underground Space Technology, 2023, 131: 104851. (中国科学院一区，IF：6.9) ToP期刊
[6] Chen G H, Zou J F, Pan Q J. Earthquake-induced slope displacements in heterogeneous soils with tensile strength cut-off. Computers and Geotechnics, 2020, 124: 103637. (中国科学院一区，IF：5.3) ToP期刊
[7] Chen G H, Zou J F, Chen J Q. Shallow tunnel face stability considering pore water pressure in non-homogeneous and anisotropic soils. Computers and Geotechnics, 2019, 116: 103205. (中国科学院一区，IF：5.3) ToP期刊
[8] Chen G H, Zou J F, et al. Face stability analysis of a shallow square tunnel in non-homogeneous soils. Computers and Geotechnics, 2019, 114: 103112. (中国科学院一区，IF：5.3) ToP期刊
[9] Chen G H, Zou J F, et al. Three-dimensional modified pseudo-dynamic analysis of reinforced slopes with inclined soil nails. Bulletin of Engineering Geology and the Environment, 2022, 81(9): 1-22. (中国科学院一区，IF：4.2)
[10] Sheng Y, Zou J, Dong Y, Chen G H*. Novel perturbation solutions for deep-buried non-circular tunnels under biaxial in situ stress field based on Mohr-Coulomb criterion[J]. Applied Mathematical Modelling, 2022, 110: 408-440. (中国科学院一区，IF：5.0) ToP期刊
[11] Shi H Y, Chen G H*. Relationship between critical seismic acceleration coefficient and static factor of safety of 3D slopes. Journal of Central South University, 2021, 28(5): 1546-1554. (中国科学院二区，JCR1区，IF：4.4)
[12] Zou J F, Chen G H, Qian Z H. Tunnel face stability in cohesion-frictional soils considering the soil arching effect by improved failure models. Computers and Geotechnics, 2019, 106: 1-17. (中国科学院一区，IF：5.3) (2020年ESI高被引论文) ToP期刊
[13] Chen G H, Zou J F, Qian Z H. An improved collapse analysis mechanism for the face stability of shield tunnel in layered soils. Geomechanics and Engineering, 2019, 17(1): 97-107. (中国科学院三区，JCR2区， IF：3.2) (2020年ESI高被引论文)
[14] Chen G H, Zou J F, et al. Three-dimensional Seismic Bearing Capacity Assessment of Heterogeneous and Anisotropic Slopes. International Journal of Geomechanics, 2022, 22(9): 04022148. (中国科学院二区，IF：3.7)
[15] Chen G H, Zou J F, Liu S X. Stability Analysis of Pressurized 3D Tunnel Face with Tensile Strength Cutoff. International Journal of Geomechanics, 2021, 21(11): 04021226. (中国科学院二区，IF：3.7)
[16] Chen G H, Zou J F, Pan Q J, et al. Stability Assessments of Reinforced Tunnel Face Using Improved Homogenization Approach. International Journal of Geomechanics, 2021, 21(10): 04021183. (中国科学院二区，IF：3.7)
[17] Zou J F, Li S W, Chen G H*. Three-dimensional active and passive seismic stability analysis of shallow shield tunnel faces. International Journal of Geomechanics, 2024. Accept. (中国科学院二区，IF：3.7)
[18] Chen G H, Zou J F, Zhang R. Stability analysis of rock slopes using strength reduction adaptive finite element limit analysis. Structural Engineering and Mechanics, 2021, 79(4): 487-498. (中国科学院四区，IF：2.2)
[19] Chen G H, Zou J F, et al. Stability assessment of soil-nailed slopes using the homogenisation approach. European Journal of Environmental and Civil Engineering, 2022: 1-20. (中国科学院四区，IF：2.1)
[20] Chen G H, Zou J F, Qian Z H. Analysis of tunnel face stability with non-linear failure criterion under the pore water pressure. European Journal of Environmental and Civil Engineering, 2020: 1-13. (中国科学院四区，IF：2.1)
[21] Wei X X, Zou J F, Chen G H*. Seismic stability analysis of heterogeneous slopes reinforced by inclined soil nails. European Journal of Environmental and Civil Engineering, 2023. (中国科学院四区，IF：2.1)
[22] Zhang R, Chen G H, Zou J F, et al. Study on roof collapse of deep circular cavities in jointed rock masses using adaptive finite element limit analysis. Computers and Geotechnics, 2019, 111: 42-55. (中国科学院一区，IF：5.3) ToP期刊
[23] Zou J F, Qian Z H, Xiang X Y, Chen G. Face stability of a tunnel excavated in saturated nonhomogeneous soils. Tunnelling and Underground Space Technology, 2019, 83: 1-17. (中国科学院一区，IF：6.9) (2020年ESI高被引论文) ToP期刊
[24] Sheng Y M, Zou J F, Chen G H. Semianalytical Solutions for Elastic–Brittle–Plastic Surrounding Rock under Biaxial In Situ Stress Field Based on Unified Strength Criterion. International Journal of Geomechanics, 2023, 23(10): 04023170. (中国科学院二区，IF：3.7)
[25] Qian Z H, Zou J F, Pan Q J, Chen G H, Liu S X. Discretization-based kinematical analysis of three-dimensional seismic active earth pressures under nonlinear failure criterion. Computers and Geotechnics, 2020, 126: 103739. (中国科学院一区，IF：5.3) ToP期刊
[26] Qian Z H, Shi H Y, Pan Q J, Zou J F, Chen G H. Active earth pressures on translating rigid walls against backfills with varying friction-angle distribution. International Journal of Geomechanics, 2021, 21(10): 06021024. (中国科学院二区，IF：3.7)
[27] 易舜, 陈光辉. 地震荷载作用下非饱和土边坡三维极限承载力研究.公路工程, 2024, 49(2):61-68.
【地方标准】
[1] 超大断面通航隧洞施工指南. 2024 贵州省地方标准.
[2] 智慧城市隧道安全监测系统建设指南. 2025 中国检验检测学会.
七、奖励
[1] 2021年中国公路学会科学技术奖一等奖：隧道富水软弱围岩稳定性分析与水害防控关键技术
[2] 博士国家奖学金、CSC奖学金、中南大学特别留学资助奖学金、蔡田碹珠奖学金、茅以升铁路教育专项奖等。
坚守初心，保持热爱！
