1、期刊论文：
[1]. Qiang Huang(#), Hong-wei Huang(*), Bin Ye, Dong-mei Zhang, Lin-lin Gu, Feng Zhang. Dynamic response and long-term settlement of a metro tunnel in saturated clay due to moving train load[J]. Soils and Foundations, 2017, 57(6): 1059-1075. (SCI)
[2]. Qiang Huang (#),Hong-wei Huang (*),Bin Ye, Dong-mei Zhang, Feng Zhang. Evaluation of train-induced settlement of metro tunnel in saturated clay based on elastoplastic constitutive model[J]. Underground Space, 2018, 3: 109-124. (SCI)
[3]. Qiang Huang(#), Pan Li(*), Dong-ming Zhang, Hong-wei Huang, Feng Zhang. Field measurement and numerical simulation of train-induced vibration from a metro tunnel in soft deposits[J]. Advances in Civil Engineering, 2021: 2021, 1-20. (SCI)
[4]. Feiyang Wang(#), Dongming Zhang, Hongwei Huang, Qiang Huang(*). A phase-field-based multi-physics coupling numerical method and its application in soil-water inrush accident of shield tunnel[J]. Tunnelling and Underground Space Technology, 2023, 140: //doi.org/10.1016/j.tust.2023.105233 (SCI)
[5]. Lin-lin Gu(#), Zhen Wang(*), Qiang Huang, Guan-lin Ye, Feng Zhang. Numerical investigation into ground treatment to mitigate the permanent train-induced deformation of pile-raft-soft soil system[J]. Transportation Geotechnics, 2020, 24: 100368. (SCI)
[6]. Feiwang Wang, Hongwei Huang, Zhenyu Yin, Qiang Huang. Probabilistic characteristics analysis for the time-dependent deformation of clay soils due to spatial variability[J]. European Journal of Environmental and Civil Engineering, 2021, 1-19. doi: 10.1080/19648189.2021.1933604.
[7]. 黄强(#), 黄宏伟(*), 张锋, 叶斌, 张冬梅. 饱和软土层地铁列车运行引起的环境振动研究[J]. 岩土力学, 2015, 36(S1): 563-567. (EI)
[8]. 黄强(#), 黄宏伟(*), 张冬梅. 移动荷载作用下Kerr地基梁稳态响应解答[J]. 地震工程学报, 2015, 37(S1): 40-45. (CSCD)
[9]. 黄强(#), 叶斌, 黄宏伟(*), 张冬梅, 张锋. 饱和软土二维-三维的列车振动响应对比分析[J]. 西南交通大学学报, 2017, 52(6): 1121-1129. (EI)
[10]. 黄强(#), 黄宏伟(*), 张冬梅. 移动简谐荷载作用下Kerr地基梁的稳态响应研究[J]. 振动与冲击, 2018, 37(1): 14-20. (EI)
[11]. 黄强(#), 姚湘静, 黄宏伟(*), 葛世平. 地铁运行时轨道-隧道-地层振动实测与分析[J]. 振动、测试与诊断, 2018, 38(2): 260-265. (EI)
[12]. 黄强(#), 黄宏伟(*), 张冬梅. 移动荷载作用下离散支承浮置板轨道振动响应研究[J]. 振动与冲击, 2018, 37(19): 190-197. (EI)
[13]. 黄强(#), 刘干斌(*), 律清, 黄宏伟, 郑荣跃. 移动荷载作用下黏弹性地基-Timoshenko梁振动响应对比分析[J]. 应用数学和力学, 2020, 41(7): 735-746. (CSCD)
[14]. 黄强(#), 刘干斌(*), 万灵, 朱瑶宏, 黄宏伟. 地铁列车运行时引起的隧道内振动荷载研究[J]. 铁道科学与工程学报, 2020, 17(5): 1209-1218. (EI)
[15]. 黄强(#), 郑晨晨, 叶荣华, 刘干斌(*). 交通荷载作用下Kelvin地基上连续配筋混凝土板动力响应分析[J]. 噪声与振动控制, 2020, 40(5): 39-45. (CSCD)
[16]. 黄强(#), 刘干斌(*), 冯青松, 黄宏伟, 洪方岳. 移动荷载下轨道-隧道-地基振动响应分析[J]. 振动、测试与诊断, 2020, 40(6): 1191-1197(+1237). (EI)
[17]. 黄强(#), 万灵, 刘干斌（*）, 郑荣跃. 软土隧道地铁振动效应现场实测与数值分析[J]. 东南大学学报(自然科学版), 2021, 51(3): 435-441. (EI)
[18]. 黄强(#), 冯青松(*), 黄宏伟, 郑荣跃. 移动简谐荷载下浮置板轨道-隧道-地基模型二维振动响应研究[J]. 应用基础与工程学报, 2023, 31(3): 663-674. (EI)
[19]. 黄强, 黄思维, 万灵, 张雨萱, 刘恩奇, 郑荣跃. 移动荷载作用下离散支撑曲线浮置板轨道的减振特性研究[J]. 应用基础与工程科学学报, 2024 (EI)
[20].万灵, 黄强(*), 殷华, 龚晓南, 胡捷. 运营地铁隧道在线动力监测及时频特征分析[J]. 振动测试与诊断, 2024, 44(2): 372-379(+414-415).(EI)
[21]. 孙宗丹, 黄强(*), 刘干斌. 移动荷载作用下离散支承曲线轨道梁振动特性研究[J]. 噪声与振动控制, 2022, 42(3): 19-24. (CSCD).
[22]. 崔正阳, 黄强(*), 黄腾锋, 郑荣跃. 移动简谐荷载下曲线整体式轨道振动特性研究[J]. 噪声、振动与控制, 2023, 43(4): 7-13. (CSCD).
[23]. 黄腾锋, 万灵, 黄强(*), 张雨萱, 崔正阳. 考虑剪力铰与钢弹簧变刚度下浮置板轨道板减振特性研究[J]. 噪声、振动与控制, 2024, (CSCD)
[24]. 黄腾锋, 万灵, 黄强(*), 张雨萱, 崔正阳. 考虑剪力铰与钢弹簧变刚度下浮置板轨道板减振特性研究[J]. 噪声、振动与控制, 2024, 44(2): 185-191.(CSCD)
[25]. 朱珍德, 黄强, 王剑波, 邵建富, 王伟. 岩石变形劣化全过程细观试验与细观损伤力学模型研究[J]. 岩石力学与工程学报, 2013, 32(6): 1167-1174. (EI)
2、会议论文：
[1]. Huang Q(#), Huang H W(*), Zhang D M, et al. Modelling of train vibration induced settlement to metro tunnel considering different boundary permeability conditions[C]. The World Tunnel Congress 2016, San Francisco, 2016, 2120-2130. (EI)
[2]. Huang Q(#), Huang H W(*), Zhang D M, Ye B, Zhang F. Modelling of train vibration induced settlement to metro tunnel in saturated clay[C]. The 6th Symposium of Asian-Pacific Structural Safety and Reliability Analysis, Shanghai, 2016, 487-492.
[3]. Huang Q(#), Huang H W(*), Zhang D M. Vibration characteristics of floating slab track under moving load[C]. Proceedings of GeoShanghai 2018 International Conference, Shanghai, 2018, 218-226. (EI)
