Author links open overlay panelWang Li, Ping Wang, Kai Wei(Corresponding Author), Rolf Dollevoet, Zili Li. Ground vibration induced by high speed trains on an embankment with pile-board foundation: Modelling and validation with in situ tests[J]. Transportation Geotechnics,2022,39.DOI: 

10.1016/j.trgeo.2022.100734

Author links open overlay panel

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[3]Meng Xie, Kai Wei(Corresponding Author), Qianhua Pu, et al. Study on factors affecting the resonance fracture location in e-type fastener clips[J]. Journal of Constructional Steel Research, 2025, 228, 109473.（SCI检索期刊, IF: 4.0）

[4]Meng Xie,  Kai Wei(Corresponding Author), Yanbin Liu, et al.  Fatigue Life Prediction and Verification of Railway Fastener Clip Based on Critical Plane Method[J]. INTERNATIONAL JOURNAL OF APPLIED MECHANICS, 2024, 16. （SCI检索期刊, IF: 2.9）

[5]Xian Wang, Kai Wei(Corresponding Author), Qiantao Ma, et al. Research on fastener lateral nonlinear stiffness characteristics and its impact on wheel-rail stick-slip vibration[J]. Nonlinear Dynamics, 2024, 112(19): 16917-16939. （SCI检索期刊，IF:5.2）

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[7]Meng Xie, Kai Wei(Corresponding Author), Juanjuan Ren, et al. Theoretical and experimental studies on the natural frequencies of fastener clips[J]. Nonlinear Dynamics, 2022. （SCI检索期刊, IF: 5.2）

[8]Wang Li, Ping Wang, Kai Wei(Corresponding Author), et al. Ground vibration induced by high speed trains on an embankment with pile-board foundation: Modelling and validation with in situ tests[J]. Transportation Geotechnics, 2022, 39. （SCI检索期刊, IF: 4.9）

[9]Yinling Dou, Ping Wang,  Kai Wei(Corresponding Author), et al. Effect of viscoelastic-plastic dynamic properties of rail pads on curved rail dynamic characteristics based on the modified SEM–SM hybrid method[J]. Vehicle System Dynamics, 2022, 4. （SCI检索期刊, IF: 3.5）

[10]Wenhao Ding, Kai Wei(Corresponding Author), Zeming Zhao, et al. A reliability analysis method of dynamic irregularity for track-viaduct system with low stiffness[J]. Mechanical Systems Signal Processing, 2022, 167.  （SCI检索期刊, IF: 7.9）

[11]Ping Wang, Yinling Dou, Kai Wei (Corresponding Author), et al. Influence of the temperature- and frequency-dependent dynamic properties of rail pads on the vibration characteristics of rails at low temperature [J]. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 2021, 235(2): 179-190.（SCI检索期刊, IF: 1.7）

[12]Zeming Zhao, Kai Wei(Corresponding Author), Wenhao Ding, et al. UM-SIMULINK Co-simulation for the vibration reduction optimization of a magnetorheological damping steel-spring floating slab track [J]. Construction and Building Materials, 2021, 307. （SCI检索期刊, IF: 7.4）

[13]Zeming Zhao, Kai Wei(Corresponding Author), Fang Cheng, et al. A theoretical vibration-reduction effect analysis of the floating slab track supported by nonlinear variable stiffness isolators and semi-active magneto-rheological dampers [J]. Structural Control & Health Monitoring,2021,28(11).  （SCI检索期刊, IF: 4.6）

[14]Fang Cheng, Kai Wei(Corresponding Author), Zeming Zhao, et al.Track dynamic geometry state prediction for straight/curved low-stiffness urban rail  transit viaduct lines based on virtual track inspection method[J]. Vehicle System Dynamics, 2021. （SCI检索期刊, IF: 3.5）

[15]Shijie Deng, Juanjuan Ren, Kai Wei(Corresponding Author), et al. Fatigue damage evolution analysis of the CA mortar of ballastless tracks via damage mechanics-finite element full-couple method [J]. Construction and Building Materials, 2021, 295.  （SCI检索期刊, IF: 7.4）

[16]Zeming Zhao, Kai Wei(Corresponding Author), Wenhao Ding, et al. Evaluation method of the vibration reduction effect considering the real load- and frequency-dependent stiffness of slab-track mats[J]. Materials, 2021, 14(2). （SCI检索期刊, IF: 3.1）

[17]Zeming Zhao, Kai Wei(Corresponding Author), Juanjuan Ren, et al. Vibration response analysis of the floating slab track supported by nonlinear quasi-zero-stiffness vibration isolators[J]. Journal of Zhejiang University-SCIENCE A, 2021, 22(1): 37-52. （SCI检索期刊, IF: 3.4）

[18]Ping Wang, Yinling Dou, Kai Wei (Corresponding Author), et al. Influence of the temperature- and frequency-dependent dynamic properties of rail pads on the vibration characteristics of rails at low temperature [J]. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 2020, 235(2): 179-190. （SCI检索期刊, IF: 1.7）

[19]Kai Wei, Zeming Zhao, Juanjuan Ren, et al. High-speed vehicle-slab track coupled vibration analysis of the viscoelastic-plastic dynamic properties of rail pads under different preloads and temperatures [J]. Vehicle System Dynamics, 2021, 59(2): 171-202. （SCI检索期刊, IF: 3.5）

[20]Fan Yang, Ping Wang, Kai Wei (Corresponding Author). Investigation on nonlinear and fractional derivative Zener model of coupled vehicle-track system [J]. Vehicle System Dynamics, 2020, 58(6): 864-889. （SCI检索期刊, IF:3.5）

[21]Kai Wei, Zeming Zhao, Xianggang Du, et al. A theoretical study on train-induced vibrations of semi-active magneto-rheological steel-spring floating slab track [J]. Construction and Building Materials, 2019, 204: 703-715.（SCI检索期刊, IF: 7.4）

[22]Juanjuan Ren, Shijie Deng, Kai Wei (Corresponding Author). Title: Influence of Cement Asphalt Mortar Debonding on the Damage Distribution and Mechanical Responses of CRTS I Prefabricated Slab [J]. Construction and Building Materials, 2019, 230.（SCI检索期刊, IF: 7.4）

[23]Juanjuan Ren, Shijie Deng, Kai Wei (Corresponding Author). Mechanical property deterioration of the prefabricated concrete slab in mixed passenger and freight railway tracks [J]. Construction and Building Materials, 2019, 208: 622-637.（SCI检索期刊, IF: 7.4）

[24]Pengfei Liu, Kai Wei, Kaiyun Wang, et al. Testing of modified primary stiffness for heavy-haul locomotive operating on sharp-radius curves [J]. Proceedings of the Institution of Mechanical Engineers, Part K: Journal of Multibody Dynamics, 2019, 233(3): 531-548.（SCI检索期刊, IF: 1.9）

[25]Kai Wei, Yinling Dou, Feng Wang, et al. High-frequency random vibration analysis of a high-speed vehicle-track system with the frequency-dependent dynamic properties of rail pads using a hybrid SEM-SM method [J]. Vehicle System Dynamics, 2018, 56(12): 1838-1863.（SCI检索期刊, IF: 3.5）

[26]Ping Wang, Jinhui Xu, Li Wang, Kai Wei. Calculation model of the vehicle-CRTS II ballastless track coupling system with symplectic method for high-speed railway [J]. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 2018, 232(4): 959-969.（SCI检索期刊, IF: 2.2）

[27]Zhaowei Chen, Zhaoling Han, Hui Fang, Kai Wei. Seismic vibration control for bridges with high-piers in Sichuan-Tibet Railway [J]. Structural Engineering and Mechanics, 2018, 66(6): 749-759.（SCI检索期刊, IF: 2.2）

[28]Kai Wei, Qilu Yang, Yinling Dou, et al. Experimental investigation into temperature- and frequency-dependent dynamic properties of high-speed rail pads [J]. Construction and Building Materials, 2017, 151: 848-858.（SCI检索期刊, IF:7.4）

[29]Kai Wei, Feng Wang, Ping Wang, et al. Effect of temperature- and frequency-dependent dynamic properties of rail pads on high-speed vehicle-track coupled vibrations [J]. Vehicle System Dynamics, 2017, 55(3): 351-370.（SCI检索期刊, IF: 3.5）

[30]Kai Wei, Zi-xuan Liu, Ying-chun Liang, et al. An investigation into the effect of temperature-dependent stiffness of rail pads on vehicle-track coupled vibrations [J]. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 2017, 231(4): 444-454.（SCI检索期刊, IF: 2.2）

[31]Junhua Xiao, De Zhang, Kai Wei, et al. Shakedown behaviors of railway ballast under cyclic loading [J]. Construction and Building Materials, 2017, 155: 1206-1214.（SCI检索期刊, IF: 7.4）

[32]Ping Wang, Fan Yang, Kai Wei (Corresponding Author). Stationary random vibration analysis of vehicle-track coupled system with nonlinear test parameters of railpads [J]. Journal of Vibroengineering, 2017, 19(4): 2931-2946.（SCI检索期刊, IF: 0.7）

[33]Kai Wei, Ping Wang(Corresponding Author), Fan Yang, et al. The effect of the frequency-dependent stiffness of rail pad on environment vibrations induced by subway train running in tunnel [J]. Proceedings of the Institution of Mechanical Engineers,Part F: Journal of Rail and Rapid Transit,2016,230(3): 697-708.（SCI检索期刊, IF: 2.2）

[34]Ping Wang, Kai Wei(Corresponding Author), Li Wang, et al. Experimental study of the frequency-domain characteristics of ground vibrations caused by high-speed train running on a non-ballasted track [J]. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 2016, 230(4): 1131-1144.（SCI检索期刊, IF: 2.2）

[35]Kai Wei, Pan Zhang, Ping Wang (Corresponding Author), et al. The influence of the amplitude- and frequency-dependent stiffness of rail pads on random vibration of a vehicle-track coupled system [J]. Shock and Vibration, 2016.（SCI检索期刊, IF: 1.2）

[36]Ping Wang, Kai Wei (Corresponding Author),Yingchun Liang, et al. Experimental investigation of the vibration-attenuating effect of rail suspension fasteners on environment vibration induced by subway [J]. Journal of Vibroengineering, 2016, 18(6): 3956-3969.（SCI检索期刊, IF: 0.7）

[37]Kai Wei, Ping Wang, Fan Yang, et al.The influence of frequency-dependent dynamic parameters of rail pad on environment vibration induced by subways in a tunnel [J]. Transportation Research Record, 2015, 2476:8-14.（SCI检索期刊, IF: 1.6）

[38]Wanming Zhai, Kai Wei, Xiaolin Song, et al.Experimental investigation into ground vibrations induced by very high speed trains on a non-ballasted track [J]. Soil Dynamics and Earthquake Engineering, 2015, 72: 24-36.（SCI检索期刊, IF: 4.2）

[39]Junhua Xiao, C. Hsein Juang, Kai Wei, et al. Effects of principal stress rotation on the cumulative deformation of normally consolidated soft clay under subway traffic loading [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2014, 140(4): 1-9.（SCI检索期刊, IF: 3.9）

[40]Juanhua Xiao, Siqi Sun, Kai Wei, et al. Author links open overlay panel Macro and meso dynamic response of granular materials in ballastless track subgrade for high-speed railway[J]. International Journal of Transportation Science and Technology, 2020. （EI检索期刊）

[41]韦凯, 王森, 马蒙,等.地铁轨道长波不平顺与轮轨短波粗糙度谱研究[J].西南交通大学学报,1-10.（EI检索期刊）

[42]谭滔, 韦凯, 石健松,等.服役状态下边界约束优化的弹条固有频率提升研究[J].铁道科学与工程学报,1-12. （EI检索期刊）

[43]蒲前华, 韦凯, 贺天龙,等.地铁车辆段轨枕垫与道砟垫组合减振效果研究[J].振动与冲击,2024,43(23):20-29+37.（EI检索期刊）

[44]韦凯, 刘延滨, 王显,等. 德标减振轨道插入损失率的理论修正方法及应用 [J]. 西南交通大学学报,1-10.（EI检索期刊）

[45]李志豪, 韦凯, 贺天龙,等.地铁车辆段弹性轨枕与道砟垫组合减振测试与分析[J].铁道标准设计,1-11. （中文核心期刊）

[46]张校恺, 韦凯.一种环境振动源强预测随机可靠度分析方法[J].振动与冲击,2024,43(06):336-344.（EI检索期刊）

[47]孙思齐, 肖军华, 刘志勇, 韦凯等.高频振动下岩土颗粒材料动力行为及细观机理[J].力学季刊,2023,44(04):835-844.（中文核心期刊）

[48]谢朝川, 韦凯, 王显等.DZ III型扣件系统组装横向刚度测试与仿真[J].铁道标准设计: 1-9[2023-12-25].（中文核心期刊）

[49]连逢逾, 王显, 韦凯.扣件垫板材质对钢轨空间动力响应影响的实测分析[J].铁道建筑, 2023,63(10):31-36.（中文核心期刊）

[50]张校恺, 韦凯, 王显.高铁扣件弹性元件宽频动静刚度比表征与设计[J].铁道标准设计, 2023, 1-8.（中文核心期刊）

[51]肖读杰, 韦凯, 牛文强, 王博, 周炯浩.道岔区敷设橡胶弹簧浮置板轨道的动力仿真[J].铁道标准设计, 2023, 1-9.（中文核心期刊）

[52]李佳明, 韦凯, 张校恺, 王显.基于分数阶Zener模型的高速铁路扣件动静刚度比限值研究[J].铁道科学与工程学报, 2023, 1-10.（EI检索期刊）

[53]肖读杰, 韦凯, 王显, 牛文强,王博,周炯浩.考虑高分子材料频变特性的钢轨吸振器设计评价方法[J].铁道科学与工程学报, 2023, 1-10.（EI检索期刊）

[54]谢梦, 韩义涛, 吴浩, 韦凯等.大坡道米轨扣件系统线路稳定性分析[J].铁道标准设计,2022,66(04):62-67+73.（中文核心期刊）

[55]韦凯, 蔡元辉, 谢梦, 尤睿, 王平.米轨轨枕不同部位横向阻力分担比的数值模拟[J]. 铁道工程学报, 2022, 39(11): 38-42+93.（EI检索期刊）

[56]郭恭兵, 韦凯, 谢朝川, 肖读杰, 王显, 张鹏.DZⅢ型扣件铁垫板上横向力传递规律及影响因素分析[J].铁道科学与工程学报, 2022, 1-9.（EI检索期刊）

[57]豆银玲, 韦凯,郭恭兵,王绍华,王平.考虑梁弯扭耦合对钢轨横向振动特性的影响[J].西南交通大学学报, 2022, 1-8.（EI检索期刊）

[58]吴浩, 韦凯, 王显, 李昕, 王平.地铁曲线波磨段e型弹条大圆弧共振断裂因素研究[J].铁道科学与工程学报, 2022, 19(07): 1-11.（EI检索期刊）

[59]骆婷, 韦凯, 王显, 马宏辉, 王平.大跨桥上减振轨道过渡段动力特性分析[J].铁道科学与工程学报, 2022, 19(05): 1196-1205.（EI检索期刊）

[60]韦凯, 成芳, 赵泽明, 彭操宇, 王显.减振垫浮置板轨道减振效果评价方法研究[J].铁道科学与工程学报, 2022, 19(03): 656-664.（EI检索期刊）

[61]吴浩,韦凯,郭恭兵,薄栋乾,王平.地铁扣件e型弹条受载特征分析[J]. 铁道科学与工程学报, 2022, 19(03): 665-673.（EI检索期刊）

[62]赵春长, 韦凯, 蔡元辉, 尤睿, 王平.米轨钢枕轨道不同坡度的道床阻力分析[J].铁道标准设计, 2022, 1-7.（中文核心期刊）

[63]蔡元辉, 张沐然, 韩义涛, 熊维, 韦凯.米轨混凝土轨枕与钢枕道床阻力研究[J].铁道建筑, 2022, 62(02): 65-68.（中文核心期刊）

[64]郭骁, 孙井林, 韦凯, 赵泽明.城际铁路浮置板轨道隔振垫刚度取值研究[J].铁道勘察, 2022, 48(02): 71-77.

[65]李建森, 高帆, 韦凯.市域铁路梯形轨枕减振垫刚度合理取值研究[J].铁道勘察, 2022, 48(02): 87-93.

[66]韦凯, 王显, 丁文灏, 骆婷, 赵泽明.弹性分开式扣件板下组合刚度理论设计方法[J]. 西南交通大学学报, 2022, 57(05): 1000-1007.（EI检索期刊）

[67]薄栋乾, 韦凯, 宋卓西, 郭恭兵, 王显.45t轴重重载铁路扣件系统刚度分析[J].铁道标准设计, 2022, 66(10): 58-63.（中文核心期刊）

[68]韦凯, 赵泽明, 王显, 丁文灏, 程亦龙, 丁德云.浮置板轨道减振垫刚度测试与评价研究[J].西南交通大学学报,2022, 57(04): 848-854+925.（EI检索期刊）

[69]张沐然, 韦凯, 李昕.长大坡度地段有砟轨道道床阻力分布及影响研究[J].路基工程,2021(04):73-76.（中文核心期刊）

[70]韩义涛, 尤睿, 李粮余, 韦凯.米轨铁路钢枕有砟道床横向阻力试验与仿真[J]. 铁道工程学报, 2021, 38(02): 58-62+97.（EI检索期刊）

[71]韦凯, 赵泽明, 王显, 江万红, 王平.弹性分开式扣件板下组合静刚度设计影响因素分析[J]. 铁道学报, 2021, 43(06): 121-127.（EI检索期刊）

[72]杨明辉, 李昕, 马宏辉, 韦凯, 王平.地铁易维修板式无砟轨道填充层材料工作性能研究[J].路基工程, 2021(05): 136-142.（中文核心期刊）

[73]江万红, 王显, 韦凯, 王平.基于轮轨动力响应的地铁波磨地段钢轨打磨限值研究[J]. 铁道建筑, 2021, 61(05): 139-143.（中文核心期刊）

[74]韦凯, 尤睿, 马宏辉, 韩义涛, 王平.米轨混凝土枕道床横向阻力离散元数值模拟[J]. 铁道工程学报, 2020, 37(5): 7-11.（EI检索期刊）

[75]任娟娟, 李家乐, 韦凯, 邓世杰, 王吉,徐家铎.板式无砟轨道锚穴部位损伤分布研究[J]. 铁道学报, 2020, 42(12): 113-119.（EI检索期刊）

[76]胡宏力, 韦凯, 王绍华, 谢梦, 周华龙.地铁扣件轨下调高对T型螺栓的影响分析[J].铁道建筑, 2020, 60(07): 132-135.（中文核心期刊）

[77]韦凯, 王丰, 杨麒陆, 王平.钢轨扣件弹性垫板的宽频动力性能及其理论表征[J]. 铁道学报, 2019, 41(2): 130-136.（EI检索期刊）

[78]韦凯, 王绍华, 豆银玲, 欧灵畅.地铁波磨下胶垫频变对轮轨高频响应的影响[J]. 铁道工程学报, 2019, 246(3): 84-90.（EI检索期刊）

[79]韦凯, 牛澎波, 赵泽明, 李怀龙, 杜香刚.改进bang-bang控制的磁流变阻尼钢弹簧浮置板轨道基频减振效果研究[J]. 中南大学学报（自然科学版）, 2019, 50(07): 1750-1758.（EI检索期刊）

[80]王绍华, 韦凯, 欧灵畅等.扣件胶垫频变动力性能对钢轨垂向振动特性影响分析[J]. 铁道科学与工程学报, 2019, 16(04): 892-899.（EI检索期刊）

[81]韦凯, 王丰, 牛澎波, 王绍华, 王平.钢轨扣件弹性垫板的动态黏弹塑性力学试验及理论表征研究[J]. 铁道学报, 2018, 40(20): 115-122.（EI检索期刊）

[82]韦凯, 赵泽明, 欧灵畅, 姚力.WJ-8型扣件弹性垫板低温动力性能及其影响研究[J]. 铁道工程学报, 2018, 234(3): 31-37.（EI检索期刊）

[83]韦凯, 王丰, 赵泽明, 胡小刚, 江万红.弹性分开式扣件弹性垫板静刚度测试及评价方法研究[J]. 铁道工程学报, 2018, 242(11): 32-36,86.（EI检索期刊）

[84]韦凯, 豆银玲, 赵东锋, 王平, 杜香刚.磁流变阻尼半主动隔振的钢弹簧浮置板轨道动力响应分析[J]. 中南大学学报（自然科学版）,2018, 49(6): 1566-1572.（EI检索期刊）

[85]杨文波, 何川, 韦凯.盾构隧道与周围土体在列车振动荷载作用下的动力响应特性[J]. 岩土力学, 2018, 39(2): 1-9.（EI检索期刊）

[86]韦凯, 豆银玲, 杨麒陆, 王平.钢弹簧浮置板轨道频域随机振动响应特征及其参数分析[J]. 华中科技大学学报（自然科学版）, 2017, 45(8): 115-119.（EI检索期刊）

[87]王平, 杨帆, 韦凯(通讯作者).车-线-隧垂向环境振动预测辛模型及其应用[J].  工程力学, 2017, 34(5): 171-178.（EI检索期刊）

[88]王平, 杨帆, 韦凯(通讯作者).扣件胶垫刚度频变的车-线-隧垂向耦合随机振动虚拟辛分析[J]. 西南交通大学学报, 2017, 52(2): 209-215.（EI检索期刊）

[89]韦凯, 张攀, 王平.扣件胶垫刚度的幅频变对轮轨耦合系统随机频响特征的影响[J]. 工程力学, 2017, 34(4): 108-115.（EI检索期刊）

[90]韦凯, 张攀, 梁迎春, 王平.扣件胶垫刚度频变的钢轨垂向自振特征分析[J]. 铁道学报, 2016, 38(6): 79-85.（EI检索期刊）

[91]韦凯, 张攀, 豆银玲, 王平,周昌盛.高速铁路无砟轨道扣件系统弹性垫板力学性能的温变试验[J]. 铁道学报, 2016, 38(7): 98-104.（EI检索期刊）

[92]韦凯, 杨帆, 王平, 张攀.扣件胶垫刚度频变的车/轨耦合时变随机振动扩展辛分析[J]. 工程力学, 2016, 33(12): 232-240.（EI检索期刊）

[93]韦凯, 周昌盛, 王平, 张攀.扣件胶垫刚度的温变性对轮轨耦合随机频响特征的影响[J]. 铁道学报, 2016, 38(1): 111-116.（EI检索期刊）

[94]韦凯, 杨帆, 王平, 罗伟.扣件胶垫刚度频变的车/轨耦合系统随机振动虚拟辛分析[J]. 工程力学, 2016, 33(9): 123-130+137.（EI检索期刊）

[95]韦凯, 梁迎春, 张攀, 王平.地铁浮轨式扣件减振效果的测试与分析[J]. 铁道工程学报, 2016, 212(5): 99-104.（EI检索期刊）

[96]韦凯, 杨帆, 王平, 肖军华.扣件胶垫刚度的频变性对地铁隧道环境振动的影响[J]. 铁道学报, 2015, 37(4): 80-86.（EI检索期刊）

[97]韦凯, 杨帆, 王平, 肖军华.扣件胶垫阻尼的频变性对地铁隧道环境振动的影响[J]. 中国铁道科学, 2015, 36(3): 18-24.（EI检索期刊）

[98]王平,  周昌盛, 韦凯, 徐浩.随机振动过程中轮轨系统内的能量研究[J]. 铁道工程学报, 2015, 32(5): 30-34,41.（EI检索期刊）

[99]韦凯, 翟婉明, 肖军华.软土地铁盾构隧道垂向随机振动分析模型[J]. 工程力学, 2014, 31(6): 117-123.（EI检索期刊）

[100]韦凯, 翟婉明, 肖军华.软土地基不均匀沉降对地铁盾构隧道随机振动的影响分析[J]. 中国铁道科学, 2014, 35(2): 38-45.（EI检索期刊）

[101]韦凯, 翟婉明, 肖军华.轨道不平顺与软土动力特性对地铁隧道振动的影响[J]. 西南交通大学学报, 2013, 48(6): 989-995.（EI检索期刊）

[102]肖军华, 许世芹, 韦凯.主应力轴旋转对地铁荷载作用下软黏土累积变形的影响[J]. 岩土力学, 2013, 10: 2938-2944.（EI检索期刊）

[103]Wanming Zhai, Peng Xu, Kai Wei. Analysis of vibration reduction characteristics and applicability of steel-spring floating-slab track [J]. Journal of Modern Transportation, 2013, 19(4): 215-222.

[104]Minghe Shao, Wanming Zhai, Kai Wei. Numerical simulation of high-speed train induced ground vibration for non-ballasted railway on embankment [C]. The 6th International Symposium on Environmental Vibration（ISEV2013）.（ISTP检索会议）

[105]黄大维, 周顺华, 宫全美, 韦凯.软土地区地铁不同结构间差异沉降特点分析[J]. 同济大学学报, 2013, 41(1): 96-100.（EI检索期刊）

[106]贾剑, 石景山, 周顺华, 韦凯.盾构隧道扩建地铁车站地表沉降预测及分析[J]. 岩石力学与工程学报, 2013, 32(1): 2883-2890.（EI检索期刊）

[107]Xiao-bei SHI, Kai WEI, Bing-long WANG, Da-wei HUANG. Analysis on effect of tunnel crossing underneath foundation of tall buildings on anti-seismic mortar anchor in weathered rock area [C]. The 2nd International Conference on Structures and Building Materials（ICSBM 2012）.（EI/ISTP检索）

[108]韦凯, 周顺华, 翟婉明等.地铁与建筑物合建中不同固有频率浮置板轨道的适用性分析[J]. 土木工程学报, 2011, 44(11): 134-142.（EI检索期刊）

[109]韦凯, 宫全美, 周顺华.软土盾构隧道不均匀沉降预测的蚁群算法改进及参数选取[J]. 岩石力学与工程学报, 2011, 30(1): 3022-3031.（EI检索期刊）

[110]韦凯, 周顺华, 翟婉明等.地铁-建筑物合建中钢弹簧浮置板轨道基频优选的影响因素研究[J]. 中国铁道科学, 2011, 32(4): 8-13.（EI检索期刊）

[111]Kai Wei, Shun-hua Zhou, Jun-hua Xiao, Meng Zhou. Analysis of the Damping Effect of Foundation Reinforcement on the Integrated Construction of Metro and Buildings [C]. International Workshop on Architecture, Civil and Environmental Engineering（ACEE 2011）.（EI检索会议）

[112]Kai Wei, Xiaolin Song, Wanming Zhai. Application of steel-spring floating lab track to vibration reduction of the metro and building integrated structures [C]. The 5th International Symposium on Environmental Vibration（ISEV2011）.（ISTP检索会议）

[113]邹春华, 周顺华, 王炳龙, 韦凯.路基不均匀沉降对有砟轨道沉降影响的模型试验[J]. 同济大学学报, 2011, 39(6) : 862-869.（EI检索期刊）

[114]周萌, 韦凯, 肖军华.轨道型式对地铁与建筑物共建结构振动响应的影响[J]. 铁道科学, 2011, 32(2): 33-40.（EI检索期刊）

[115]肖军华, 周顺华, 韦凯.列车振动荷载下铁路粉土路基的长期沉降[J]. 浙江大学学报（工学版）, 2010, 44(10): 1912-1918.（EI检索期刊）

[116]韦凯, 宫全美, 周顺华.隧道长期不均匀沉降预测的蚁群算法[J]. 同济大学学报, 2009, 37(8): 993-998.（EI检索期刊）

[117] 韦凯, 宫全美, 周顺华.基于蚁群算法的地铁盾构隧道长期沉降预测[J]. 铁道学报, 2008, 30(4): 79-83.（EI检索期刊）