- [21]郭风琪，王鹏蛟，杨奇*(通讯)，余志武，冷伍明，陈琛.重载列车作用下桥墩—桩基竖向动荷载特性试验研究[J].土木工程学报, 2021, 54 (9) : 1-11.
- [22]Fang Xu; Bin Zhai; Wuming Leng; Qi Yang （通讯）*,Huikang Leng; Rusong Nie Probabilistic method for evaluating the permanent strain of unbound granular materials under cyclic traffic loading[J].Construction and Building Materials, 2020, 251
- [23]Qi Yang, Fang Xu*（通讯）, Wuming Leng, Rusong Nie, Chunyan Zhao.Deformation of Compressible Layers Below Pile Foundations of a High-Speed Railway[J].international Journal of Civil Engineering, 2019, 17 (6) : 881–895.
- [24]Yang Qi*（通讯）, Leng Wu Ming, Zhang Sheng Nie Rusong.Long term settlement prediction of high speed railway ridge pile foundation[J].Journal of Central South University, 2014, 21 (6) : 2415-2424.
- [25]Fang Xu, Qi Yang*（通讯）, Wenjie Liu, Wuming Leng, Rusong Nie.Dynamic stress of subgrade bed layers subjected to train vehicles with large axle loads.Shock and Vibration, 2018: 1-12.
- [26]Rusong Nie, Wuming Leng, Qi Yang*（通讯）, Y.Frank Chen, Xu Fang.Comparison and evaluation of railway subgrade quality detection methods[J].Journal of Rail and Rapid Transit, 2018, 232 (2) : 356-368.
- [27]Rusong Nie, Wuming Leng, Qi Yang*（通讯）, Y.Frank Chen.An improved instrumentation method for PHC piles.Proceedings of the Institution of Civil Engineers, 2016, 169 (6) : 494-508.
- [28]Rusong Nie, Wuming Leng, Qi Yang, Y.Frank Chen..Effects of Pile Residual Loads on Skin Friction.Soil Mechanics and Foundation, 2018, 55 (2) : 76-81.
- [29]Nie Rusong, Leng wuming, Chen Y.fank, Yang Qi.Experimental measurement of dynamic load parameters for pier pile caps of high-speed railway bridges[J].Journal of Rail and Rapid Transit, 231 (2) : 162-174.
- [30]Fang XU, Wuming LENG, Qishu ZHANG, Xi AI, Qi YANG.Additional stress in soil embankments subjected to a new prestressed reinforcement device[J].Journal of Civil Engineering and Management, 2019, 25 (7) : 700–714.
- [31]Nie Ru-song, Zhang Sheng, Leng Wuming, Yang Qi*.Experimental study on compression modulus of sandy soil.Geotechnical Special Publication，ASCE, 2013, 10: 289-296.
- [32]Xu Fang, Chai Jin.-Chun., Nie Rusong, Leng wuming, Yang Qi.A simple method for calculating settlement-time curves of PVD-improved deposits.Soil Mechanics and Foundation Engineering, 2019, 56 (1) : 21-27.
- [33]陈琛, 冷伍明, 杨奇*（通讯）, 金子豪, 赵春彦, 郭风琪.粗糙度对混凝土–砂土接触面力学特性的影响试验研究.岩石力学与工程学报, 2018, 37 (3) : 754-765.
- [34]金子豪, 杨奇*（通讯）, 冷伍明, 陈琛.混凝土桩-泥皮-砂土接触面力学特性试验研究.岩土力学, 2018, 39 (7) : 1-12.
- [35]杨奇*, 冷伍明, 聂如松, 朱文兵, 周文权.砂土蠕变特性试验研究.岩石力学与工程学报, 2014, 33 (S2) : 4282-4286.
- [36]冷伍明, 杨奇*（通讯）, 聂如松, 岳健.高速铁路桥梁桩基工后沉降组合预测研究.岩土力学, 2011, 32 (11) : 3341-3348.
- [37]杨奇, 冷伍明*（通讯）, 聂如松., 邓宗伟.桥台地基附加竖向压应力通用计算公式.岩土力学, 2008, 29 (3) : 832-837.
- [38]饶有权 杨奇*, 聂如松.重载铁路路基低液限粉土动力变形特性试验研究.铁道科学与工程学报, 2018, 15 (7) : 1714-1721.
- [39]杨奇, 冷伍明, 聂如松, 魏巍.大跨径预应力混凝土连续刚构桥施工监控分析研究.铁道科学与工程学报, 2010, 7 (1) : 12-16.
- [40]冷伍明, 伍晓伟, 杨奇, 聂如松, 赵春彦.考虑洛德角影响的边界面模型在ABAQUS中的数值研究.铁道科学与工程学报, 2017, 14 (1) : 31-37.