Supervisor of Master's Candidates
[1] First-principles study of β′ phase in Mg-RE alloys, International Journal of Mechanical Sciences, 2023, 243:108045.
[2] An improved matrix split-iteration method for analyzing underground water flow, Engineering with Computers,2023,39:2049–2065
[3] First-principles calculation of the structural, electronic and mechanical properties of β' phase in Mg-RE binary systems,Physica Scripta,2024,99(1): 015940.
[4] Effect of Rail Pad Stiffness on Vehicle-Track Dynamical Interaction Excited by Rail Corrugation in Metro. Transportation Research Record: Journal of the Transportation Research Board, 2020, 2674(6): 225-243.
[5] Temperature-induced deformation analysis of CRTS II ballastless slab track and its effect on track dynamical properties. Science China-Technological Sciences. 2014,57(10): 1917-1924
[6] Experimental investigation into ground vibrations induced by very high speed trains on an on-ballasted track, Soil Dynamics and Earthquake Engineering, 2015, (72)24-36.
[7] The Influence of Blasting on the Properties of Weak Intercalation of Layered Rock Slope [J]. International Journal of Mineral, Metallurgy and Materials. 2009,16 (1):7~9.
[8] Real-time, non-contact and targetless measurement of vertical deflection of bridges using off-axis digital image correlation. Nondestructive Testing and Evaluation International (NDT and E International), v 79, p 73-80, April 1, 2016
[9] Predictions of high-speed train induced ground vibration based on train-track-ground system model [J]. Earthquake Engineering and Engineering Vibration, 2010, 9(4):545-554Dynamic response of floating slab track with variation on failure position of steel spring. 4th International Conference on Transportation Geotechnics (ICTG), May 23 - 26, 2021
[10] Influence of steel spring failure of floating slab track on vibration characteristics of infrastructure. Lecture Notes in Civil Engineering,Volume 66, 2020, Pages 987-998
[11] Influence of elasticity modulus of cement asphalt mortar on temperature stress and deformation of CRTS II slab track, International Conference on Transportation & Development, Huston,152-161, 2016.
[12] Temperature deformation analysis of CRTS II ballastless slab track ,Proceedingss of Joint Rail Conference, Knoxville, TN, United states,2013.
[13] Dynamic Stress Characteristics of High-speed Railway Subgrade under Moving Loads [A]. Proc. ISEV2009- Environmental Vibration: Prediction, Monitoring and Evaluation [C]: 470~474.Beijing: Science Press, 2009.
[14] Dynamic Behavior Comparisons of Non-ballasted Track Infrastructure of High-speed Railway under Three Different Loads [A]. Proceedings of International Symposium of Environmental Vibration(ISEV2011)- Advances in Environmental Vibration [C]: 640~646.Beijing: Science Press, 2011.
[15] Vibration Reduction of the Metro and Building Integrated Structures [A]. Proceedings of International Symposium of Environmental Vibration(ISEV2011)- Advances in Environmental Vibration [C]: 843~852.Beijing: Science Press, 2011.
[16] 宋小林, 翟婉明, 王开云. 波磨对轮轨系统动力特性的影响分析. 中国铁道科学, 2018, 39(5):42-50.
[17] 宋小林, 吕天航, 裴承杰. 板边离缝对CRTS III型轨道-路基动力特性的影响. 西南交通大学学报, 2018, 53(5):913-920.
[18] 宋小林,翟婉明,王少林. 高速铁路无砟轨道基础结构垂向位移分布特性分析,土木工程学报,2012,45(5):162-168.
[19] 宋小林,翟婉明. 高速移动荷载作用下CRTSⅡ型板式无砟轨道基础结构动应力分布规律,中国铁道科学,2012,33(4):1-7.
[20] 宋小林, 傅炫然, 余黄胜, 肖定军. 冰块冲击作用下CRTSⅢ型无砟轨道的损伤及变形数值模拟分析, 2024, 45(2),中国铁道科学.
[21] 宋小林,翟婉明. 高速铁路无砟轨道基础结构动应力分布规律分析 [J].四川大学学报(工程科学版),2011,43(S2): 156-160+164
[22] CRTS Ⅲ 型无砟轨道基础结构冲击试验与数值分析, 铁道科学与工程学报,2017,14(3):425-436.
[23] 高速铁路基础结构动态性能演变及服役安全的基础科学问题. 中国科学: 技术科学, 2014,44 (7):645-660.
[24] 钻孔爆破过程中顺倾边坡软弱夹层的运动力学模型[J].应用力学学报,2010,27(3):559-564
[25] 顺层边坡岩体爆破的振动特性数值研究[J].铁道建筑,2010,(3):87-90.
[26] 宋小林,刘悦.高速列车脱落螺栓对轨道板的冲击损伤数值模拟研究[J].动力学与控制学报,2023,21(11):73~80
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