[1] Zou Yan, Liu Hua-bei*, Jing Li-ping, Cui Jie. A pseudo-static method for seismic responses of underground frame structures subjected to increasing excitations[J]. Tunnelling and Underground Space Technology, 2017, 65: 106-120.[2] Zou Yan, Liu Hua-bei*, Jing Li-ping. Response of long tunnel in layered half-space under asynchronous seismic shear-horizontal wave propagation[J]. Journal of Engineering Mechanics, 2018, 144(7): 04018050. [3] Zou Yan, Liu Hua-bei*, Jing Li-ping, Miao Yu. Response of circular tunnel with imperfect interface bonding in layered ground subjected to obliquely incident plane P or SV wave[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2018, 42(16): 2001-2017. [4] Zou Yan, Zhang Ye-qin, Liu Hong-qing, Liu Hua-bei*, Miao Yu. Performance-based seismic assessment of shield tunnels by incorporating a nonlinear pseudostatic analysis approach for the soil-tunnel interaction[J]. Tunnelling and Underground Space Technology, 2021, 114: 103981.[5] Zou Yan*, Liu Hua-bei. Modeling Liquefaction-Induced Large Deformation of Sand Incorporating the Effects of Fabric Anisotropy Evolution[J]. Journal of Engineering Mechanics, 2021, 147(10): 04021072. [6] Xu Dong-sheng, Tang Jian-yi, Zou Yan*, Rui Rui, Liu Hua-bei. Macro and micro investigation of gravel content on simple shear behavior of sand-gravel mixture[J]. Construction and Building Materials, 2019, 221: 730-744.[7] Wang Jie, Liu Hong-qing, Liu Hua-bei*, Zou Yan*. Centrifuge model study on the seismic responses of shield tunnel[J]. Tunnelling and Underground Space Technology, 2019, 92: 103036. [8] Liu Hua-bei, Zeng Kai-feng, Zou Yan*. Particle breakage of calcareous sand and its correlation with input energy[J]. International Journal of Geomechanics, 2020, 20(2): 04019151.[9] 邹炎,景立平,崔杰,李永强.基于Hardin曲线的土体边界面本构模型在ADINA软件中的实现[J].岩土力学,2015,36(01):75-82.[10] 邹炎,景立平,李永强.隧道穿过土层分界面振动台模型试验研究[J].岩石力学与工程学报,2014,33(S1):3340-3348.[11] 邹炎,景立平,崔杰,李永强.饱和砂土中箱型隧道的地震反应分析[J].地震工程学报,2015,37(02):329-335.[12] 邹炎,景立平,崔杰,宾佳.基于可液化场地地震反应数值模拟的影响因素分析[J].防灾减灾工程学报,2015,35(02):242-248.