1.教育背景
2021-09至2026-06，同济大学，岩土工程，博士
2018-09至2021-07，兰州交通大学，建筑与土木工程，硕士
2013.09至2017-07，长安大学，道路桥梁与渡河工程，学士
2.工作履历
2026-07至今，西安建筑科技大学，土木工程学院，准聘副教授

交通岩土工程、土动力学、隧道及地下空间工程

1.学术兼职
《Tunnelling and Underground Space Technology》《Soil Dynamics and Earthquake Engineering》《Transportation Geotechnics》等SCI期刊审稿人
2.承担项目与课题
（1）甘肃省自然科学基金（22JR5RA778），降雨-地震耦合作用下复杂山区隧道-滑坡的多场响应与孕灾机制研究，2022-10至2024-09，主持

1.论文
（1）Lei H, Qian JG, Huang C, Geng XY. (2026). Dynamic responses induced by variable-speed effect from braking trains in soft soil-tunnel system: A Green's function approach[J]. Soil Dynamics and Earthquake Engineering, 201, 109988.
（2）Lei H, Qian JG, Zhang JF, Hu TW, Geng XY. (2026). Influence of variable-speed traffic loads on dynamic response and long-term performance of layered pavements on saturated subgrade[J]. Transportation Geotechnics, 58, 101916.
（3）Lei H, Huang C, Qian JG. (2025). Dynamic response of saturated ground subjected to moving loads with variable speeds[J]. Soil Dynamics and Earthquake Engineering, 197, 109532.
（4）Lei H, Lyu Z, Qian JG. (2025). Dynamic response of a multi-layered saturated ground with a tunnel subjected to braking moving loads[J]. Transportation Geotechnics, 52, 101587. 
（5）Lei H, Qian JG, Liang ZX. (2025). Shakedown ranges and dynamic shakedown strength for saturated clay under cyclic traffic loading[J]. Ground Improvement (Proceedings of the ICE), 00051.
（6）Huang C, Lei H*, Qian JG. (2025). Dynamic responses of a tunnel embedded in a saturated half-space under variable-speed loads based on Green's function method[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 50(2), 748-762.
（7）Lei H, Qian JG, Wu HG. (2023). Dynamic response and failure mode of the twin tunnel-landslide using shaking table tests[J]. Acta Geotechnica, 18(8): 4329–4351.
（8）Lei H, Wu HG, Qian JG. (2023). Seismic failure mechanism and interaction of the cross tunnel-slope system using Hilbert-Huang transform[J]. Tunnelling and Underground Space Technology, 131: 104820.
（9）Lei H, Zhang JF, Qian JG, et al. (2023). Dynamic shakedown limits of the pavement on saturated subgrade subjected to traffic rolling-sliding loading[J]. Computers and Geotechnics, 163: 105743.
（10） Lei H, Qian JG, Wu HG, Lai TW. (2023). Dynamic Response of the Cross Tunnel with Ultra-Small Spacing Under Various Seismic Motions Using a Shaking Table Model Test[J]. Journal of Earthquake Engineering, 28(5): 1358-1378.
（11）Lei H, Wu HG, Lai TW. (2021). Shaking Table Tests for Seismic Response of Oblique Overlapped Tunnel[J]. Shock and Vibration, 2021, 8816755.
（12）Wu HG, Wu, ZX, Lei H*, Lai TW. (2021). Application of BRFP New-Type Anchor Cable Material in High Slopes against Earthquakes[J]. Advances in Civil Engineering, 2021, 6689718.
（13）雷浩, 钱建固, 黄超. 高速制动荷载下饱和地基-路基结构的动力响应[J/OL]. 工程力学, 2025, 1-9.
（14）雷浩, 吴红刚, 钱建固, 等. 空间小净距交叉隧道动力响应振动台试验研究[J]. 振动与冲击, 2023, 42(05): 92-100.
（15）雷浩, 吴红刚, 高岩, 等. 隧道交叉穿越边坡的动力响应振动台试验研究[J]. 岩石力学与工程学报, 2022, 41(S2): 3327-3338.
（16）赖天文, 雷浩, 吴红刚. 不同方向地震荷载作用下公铁交叉隧道的振动加速度响应[J]. 中国铁道科学, 2021, 42(03): 95-104.
（17）赖天文, 雷浩, 武志信, 等. 玄武岩纤维增强复合材料在高边坡防护中的振动台试验研究[J]. 岩土力学, 2021, 42(02): 390-400.
2.专利
（1）吴红刚; 雷浩;庞伟军; 牌立芳; 董占林. 一种适用于高烈度地区的组装式弹性阻尼锚具及其施工方法, 2024. 专利号：ZL 2020 1 0318916.7. (发明授权)
（2）吴红刚; 雷浩; 庞伟军; 杨浩天; 牌立芳; 董占林. 用于隧道-滑坡体系的振动台试验系统及其制作方法, 2024. 专利号：ZL 2020 1 0136781.2. (发明授权)
（3）吴红刚; 雷浩; 张雄伟; 庞伟军; 董占林; 牌立芳. 用于立体交叉隧道的振动台试验系统及其制作方法, 2024. 专利号：ZL 2020 1 0137212.X. (发明授权)
（4）钱建固; 雷浩. 可用于模拟飞机变速荷载作用下地基力学行为试验系统, 2024. 申请公布号：CN119000325A. (发明公开)
3.获奖
（1）中国铁道学会科学技术三等奖，排名13