一、基本信息
姓名：陈光辉 出生年月：1993.09
职称：讲师，硕士生导师
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
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
2021.08-2022.09 德国地学研究中心 岩土工程 博士联合培养
三、学术兼职
1、河南省建设科技协会城市地下空间专业委员会 副秘书长
2、2024.05-2026.05 《长安大学学报（自然科学版）》 青年编委
3、2024.10-2026.09 《Journal of Highway and Transportation Research and Development (English Edition)》 首届青年编委
4、2024-2026 《市政技术》 青年编委
5、2025.11-2030.10 《广州建筑》 首届青年编委
6、期刊《Tunnelling and Underground Space Technology》、《Computers and Geotechnics》、《Applied Mathematical Modelling》、《Underground Space》、《Ocean Engineering》、《Transportation Geotechnics》、《Alexandria Engineering Journal》、《Advances in Engineering Software》、《Journal of Rock Mechanics and Geotechnical Engineering》、《Expert Systems With Applications》、《Rock Mechanics Bulletin》、《Rock Mechanics and Rock Engineering》、《Engineering failure analysis》、《International Journal for Numerical and Analytical Methods in Geomechanics》、《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》、《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、岩土工程结构物失稳风险评估
3、岩土灾变机理与防控措施
4、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、国家资助博士后研究人员计划项目（主持）：耦合多源不确定性的高水压泥水盾构开挖面动态可靠性评估。
3、河南省青年科学基金项目（主持）：多源不确定下高水压泥水盾构开挖面瞬态渗流机理与可靠性动态评估。
4、广西省横向（主持）：水力变化条件下高陡边坡失稳致灾机理与安全管控技术研究。
5、广西省横向（主持）：南方多雨山区含黏土软弱夹层边坡失稳致灾机理与安全管控技术研究。
6、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。
7、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。
8、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。
9、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。
10、河南省重点研发专项（主研）：城市地下空间拓建施工安全关键技术与应用示范。
11、湖南省交通运输进步与创新项目(参与)：“智慧高速”建养一体化关键技术研究。
12、国家重大专项子课题(参与)：复杂环境下轨道交通土建基础设施防灾及能力保持技术。
13、江西省交通厅科技项目(参与)：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。
六、主要学术成果
共发表SCI检索论文34篇，其中以第一/通讯作者发表SCI论文24篇，3篇论文入选ESI高倍引论文。发表中文论文3篇（第一作者/通讯作者2篇），出版著作1部，地方标准2部，授权发明专利1项。部分成果如下：
【学术论文】
[1] Chen G H, Zou J F, et al. Active stability and probabilistic estimation of tunnel face in spatially variable and anisotropic soils[J]. Transportation Geotechnics, 2026, 58, 101917. (SCI-1区)
[2] Chen Z, Chen G H*, et al. 3D limit surcharge for inclined nailed slopes subjected to earthquake and pore water pressure[J]. KSCE Journal of Civil Engineering, 2026. (SCI-3区)
[3] Chen G H, Zou J F, Guo Y F, 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. (SCI-2区)
[4] 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. (SCI-1区)
[5] 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. (SCI-1区)
[6] 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. (SCI-1区)
[7] 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. (SCI-1区)
[8] 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. (SCI-1区)
[9] 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. (SCI-1区)
[10] 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. (SCI-1区)
[11] 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. (SCI-1区)
[12] 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. (SCI-1区)
[13] 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. (SCI-1区)
[14] 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. (SCI-1区)
[15] 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. (SCI-2区)
[16] 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. (SCI-2区)
[17] 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. (SCI-2区)
[18] 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. (SCI-2区)
[19] 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. 24(10): 04024226. (SCI-2区)
[20] 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. (SCI-2区)
[21] 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, 2023: 1-20. (SCI-2区)
[22] 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, 2022: 1-13. (SCI-2区)
[23] 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, 27(16): 4544-4562. (SCI-2区)
[24] 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. (SCI-1区)
[25] 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. (SCI-1区)
[26] 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. (SCI-2区)
[27] 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. (SCI-1区)
[28] 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. (SCI-2区)
[29] 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[J].公路工程, 2024, 49(2):61-68.
[30] 刘小春,谢海龙,金毅,耿鹏飞, 陈光辉*.马蹄形盾构隧道开挖面非线性稳定性评估[J].施工技术(中英文), 2025, 54(18),9-12+56.
[31] 向良, 陈光辉* 考虑各向异性渗流的盾构隧道开挖面非线性稳定性分析[J].公路工程, 2026. (已录用)
【会议论文】
[1] Wang Hui, Wei Xingxing, Chen Guanghui. A novel approach for slope reliability analysis considering the stratigraphic uncertainty and property uncertainty. 9th International Symposium for Geotechnical Safety and Risk (ISGSR), 2025.
【专著】
[1] 陈光辉（副主任委员）.土岩组合地层地下综合体与地铁共建关键技术-以济南中央商务区为例. 黄河水利出版社, 2025.
【发明专利】
[1] 基于物联网的盾构隧道管片环缝足尺加载试验装置及方法. 2025.
【软著】
[1] 考虑接头刚度非线性变化大直径盾构隧道上浮预测软件. 2025.
【标准/指南】
[1] 超大断面通航隧洞施工指南. 2024 贵州省地方标准 (已立项).
[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.
【指导竞赛】
[1] 第六届全国大学生岩土工程竞赛，最佳创意奖。（大河报新闻链接：https://news.dahebao.cn/dahe/appcommunity/2194947?newsId=2194947&userId=4f19e2de907e11e89c7268071535a8da）
[2] 第九届高校城市地下空间工程专业大学生模型设计竞赛. 特等奖, 2025.
【成果鉴定】
[1] 陈光辉（8/14）.黄河冲击粉土地区城市地下空间拓建地铁隧道管片结构力学响应与加固技术. 河南省建设行业科技成果鉴定（国际先进水平）, 2025.
[2] 陈光辉（12/25）.软硬岩地层大直径盾构管片变形预测与控制关键技术研究与应用. 河南省建设行业科技成果鉴定（国内领先水平）, 2026.
【科技奖励】
[1] 获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。
【毕业学生】
