- [1]Shi Chenghua, Wang Ang, Sun Xiaohe*, Yang Weichao. Research on the movement law and traffic safety zoning of spalled blocks in the linings of high-speed railway tunnels, Tunnelling and Underground Space Technology, 128 (2022) 104614
- [2]Zuxian Wang, Chenghua Shi*, Chenjie Gong, et al,. An enhanced analytical model for predicting the nonlinear longitudinal equivalent bending stiffness of shield tunnels incorporating combined N-M actions. Tunnelling and Underground Space Technology，126 (2022) 104567
- [3]Jianwen Liu, Chenghua Shi*, Chenjie Gong. Investigation of ultimate bearing capacity of shield tunnel based on concrete damage model. Tunnelling and Underground Space Technology，125 (2022) 104510
- [4]Chenghua Shi, Zuxian Wang, Chenjie Gong, et al,. Prediction of the additional structural response of segmental tunnel linings induced by asymmetric jack thrusts. Tunnelling and Underground Space Technology, 124 (2022) 104471
- [5]Cao Chengyong, Shi Chenghua*. Analytical procedure for massive water-sealing barriers used in deep excavations considering seepage effect and its application. J. Cent. South Univ. (2022) 29: 2033－2048
- [6]Shi, C.-H. Wang, A. Sun, X.-H. Yang,W.-C. Aerodynamic Behavior and Impact on Driving Safety of Spalling Blocks Comprising High-Speed-Railway Tunnel Lining. Appl. Sci. 2022, 12, 2593. https://doi.org/10.3390/app12052593, 2022
- [7]Shi Chenghua, Zhao Yiwei, Zhao Chenyang, et al,. Water-Sealed Blasting Control Measures of the Metro Station Undercrossing Existing Structures in Ultra-Close Distances: A Case Study. Front. Earth Sci. 2022, 10:848913. doi: 10.3389/feart.2022.848913
- [8]王祖贤，施成华*，龚琛杰，等．邻近车站(工作井)基坑开挖对下卧盾构隧道影响的解析计算方法．岩土力学，2022, 43（8）
- [9]朱定桂，施成华*，孙晓贺，等．考虑迂曲度的水泥-水玻璃双液浆柱形渗透机制研究．铁道科学与工程学报，2022, 7
- [10]肖国庆，施成华*，叶承敏，等．岩溶地层长锚索穿越溶洞锚固力计算方法研究. 铁道科学与工程学报，2022, 5
- [11]孙晓贺， 施成华*，刘凌晖，等．基于改进的种子填充算法的混凝土裂缝图像识别系统. 华南理工大学学报( 自然科学版)，2022, 50（5）：127-136+146
- [12]Liu Jianwen, Shi Chenghua*, Wang Zuxian, et al,. Damage mechanism modelling of shield tunnel with longitudinal differential deformation based on elastoplastic damage model. Tunnelling and Underground Space Technology, 113 (2021) 103952
- [13]Keyue Zheng, Chenghua Shi, Yuexiang Lin, et al.. Transfer station cracks induced by cutting anchor cables and crack stabilization: A case study. Engineering Failure Analysis, 126 (2021) 105460
- [14]Shi, C.; Sun, X.*; Cao, C.; Liu, L.; Liu, S.; Lei, M. Analysis of Seepage Characteristics of a Foundation Pit with Horizontal Waterproof Curtain in Highly Permeable Strata. Water 2021, 13, 1303. https://doi.org/10.3390/w13091303
- [15]Jianwen Liu, Chenghua Shi*, Mingfeng Lei, Jianwen Liu, Chenghua Shi*, Mingfeng Lei, et al,. A study on damage mechanism modelling of shield tunnel under unloading based on damage–plasticity model of concrete. Engineering Failure Analysis, 123 (2021) 105261
- [16]曹宏凯，施成华，杨伟超等. 高速列车气动荷载作用下隧道内配电箱安全性分析[J]. 铁道科学与工程学报, 2021
- [17]彭梦龙，施成华，陈家旺. 隧道开挖和爆破扰动耦合作用下埋地管道安全性研究[J]. 振动与冲击， 2021，40（19）：193-199+253
- [18]孙晓贺，施成华，曹成勇，刘胜利，雷明锋. 强透水地层水平帷幕作用下基坑渗流特性[J]. 东南大学学报（自然科学版），2021，51（6）：1002-1008
- [19]曹成勇，施成华*，刘建文等. 考虑渗流作用的基坑旋喷封底隔渗体设计方法[J]. 华中科技大学学报(自然科学版)，2021, 49(7): 49-54
- [20]郑可跃，施成华，雷明锋等．考虑松动效应的高地应力构造破碎带隧道稳定性分析及大变形支护设计优化[J]．岩石力学与工程学报, 2021, 40(8): 1603-1613