Ke-Yue Zheng, Chenghua Shi, Ying-Chao Xiao, Chao-Jun Jia, Yili Lou, Shu-Yi Xie, Juan Huang, Ming-Feng Lei (2026). Energy evolution and failure mechanism of deep soft mudstone under true triaxial unloading. Engineering Failure Analysis.DOI
Chao-Jun Jia, Hai-Wei Shang, Pan Li, Yan-Ni Zheng, Chenghua Shi, Ming-Feng Lei (2026). Effect of Real-Time High-Temperature on T-H-M Coupled Properties of Rock–Concrete Interfaces under Shear Condition. Transportation Geotechnics.DOI
Yili Lou, Chenghua Shi, Ke-Yue Zheng, Chao-Jun Jia, Liang Wang (2026). Mechanistic Investigation of Fractured Mudstone Failure Utilizing In-Situ 4D-CT Imaging and Digital Volume Correlation (DVC) Techniques. Rock Mechanics and Rock Engineering.DOI
Yanghao Xie, Chao-Jun Jia, Chenghua Shi, Ming-Feng Lei, Yanni Zheng (2026). Comprehensive Evaluation Method for Health Risks of Workers in Complex and Hazardous Tunnel Environments. ICHCE and ESI 2025.DOI
Yili Lou, Chenghua Shi, Ke-Yue Zheng, Liang Wang, Chao-Jun Jia, Wei Yi (2026). Three-directional permeability evolution characteristics of cyan sandstone under true triaxial conditions. Journal of Rock Mechanics and Geotechnical Engineering.DOI
Hai-Wei Shang, Chao-Jun Jia, Ming-Feng Lei, Chenghua Shi, Jian-Yuan Tang (2026). Mechanical behavior of pipe umbrellas at tunnel portal sections under elastically restrained end conditions. Tunnelling and Underground Space Technology.DOI
Zuxian Wang, Chenghua Shi, Linchong Huang, Yu Liang, Yuexiang Lin (2026). Experimental investigation on the longitudinal bending and shear performance of shield tunnels based on Timoshenko beam theory. Tunnelling and Underground Space Technology.DOI
Shuyi Xie, Chenghua Shi, Keyue Zheng, Yingming Xiao, Yili Lou, Juan Huang, Guanghui Liu (2026). Elastoplastic Semi-Analytical Solution for Deep Tunnels in Strain-Softening Rock Mass Considering Intermediate Principal Stress and Dilation Behaviour. Applied Sciences.DOI
Tao Zhu, Chenghua Shi, Keyue Zheng, Wenbin Liao, Zixu Zhu, Huitao Shen, Xiaoliang Liu (2026). The analysis of failure mechanism and crack propagation patterns of borehole grout stopper ring structure induced by non-uniform geostress in nearshore areas. Ocean Engineering.DOI
Xinyun Wen, Chenghua Shi, Jianan Zhang, Zixu Zhu, Jianbing Shuai, Tao Zhu, Xiaoyue Zheng (2026). An SPH–FEM coupled method incorporating turbulent jet effects and its application to shield tunnel mudcake erosion in offshore viscous strata. Ocean Engineering.DOI
陈磊，贾朝军，雷明锋，何艳春，施成华，李翱（2025）. 考虑广义剪力的Pasternak地基梁管棚解析模型（英文）. Journal of Central South University.
彭铸，施成华，王祖贤，雷明锋，彭立敏（2025）. 基坑开挖扰动下盾构隧道纵向结构易损性分析（英文）. Journal of Central South University.
Chao-Jun Jia, Yanghao Xie, Chenghua Shi, Ming-Feng Lei, Yanni Zheng, Liang Dai (2025). Real-Time assessment study of individual thermal stress in high-temperature tunnel based on integrated weight-TOPSIS model. Tunnelling and Underground Space Technology.DOI
Chao-Jun Jia, Liang Wang, Sheng Zhang, Yanni Zheng, Chenghua Shi, Zhu Peng (2025). Effects of temperature gradient and curing time on shear properties of concrete-rock interfaces in geothermal tunnels: experimental investigations. Engineering Fracture Mechanics.DOI
Yanni Zheng, Sheng Zhang, Chao-Jun Jia, Chenghua Shi, Ming-Feng Lei (2025). A Thermo–Hydro–Mechanical Coupled Shear Damage Constitutive Model for Rock‐Concrete Interfaces.DOI
Chao-Jun Jia, Guodong Liang, Chenghua Shi, Jun Yu (2025). Investigation on three-dimensional large deformation characteristics of tunnel in stratified rock mass with coupled discrete–continuous method. Tunnelling and Underground Space Technology.DOI
Lei Chen, Chao-Jun Jia, Ming-feng Lei, Yan He, Chenghua Shi, Ao-Yun Li (2025). An improved model of the Pasternak foundation beam umbrella arch considering the generalized shear force. Journal of Central South University.DOI
Zhu Peng, Chenghua Shi, Chao-Jun Jia, Ke-Yue Zheng, Yili Lou, Tao Zhu, Ming-Feng Lei (2025). Thermal damage mechanism of high geothermal tunnel lining concrete considering temperature gradient effects. Construction and Building Materials.DOI
Yanni Zheng, Sheng Zhang, Ming-Feng Lei, Chenghua Shi, Zhinan Lin, Chao-Jun Jia (2025). Experimental Investigation on Triaxial Shear Property and Permeability of Concrete–Rock Interface Under Hydromechanical Coupling. Rock Mechanics and Rock Engineering.DOI
Renbin Luo, Chenghua Shi, H.J. Ye, Zhu Peng, Hongsen Wang, Ke Yang, Dan Zhao (2025). Seismic performance and structural optimization of double composite sidewall-base slab joints for prefabricated metro stations. Progress in Engineering Science.DOI
Tao Zhu, Chenghua Shi, Keyue Zheng, Zixu Zhu, Zhu Peng, Shen He, Xiaoliang Liu (2025). Correction of fluidity measurement errors and gradient-difference mechanism analysis for high water–cement ratio bentonite–cement grouts. Composites Communications.DOI
Tao Zhu, Chenghua Shi, Keyue Zheng, Zixu Zhu, Yongqiong Hu (2025). Study on the drying crack behavior of fiber-reinforced loess with varying fiber lengths and contents based on image recognition. Measurement.DOI
Tao Zhu, Chenghua Shi, Xie Si, Keyue Zheng, Zixu Zhu, Zhu Peng (2025). Study on the early deterioration of sisal fiber-silica fume concrete under extreme diurnal temperature variations. Materials Letters.DOI
Zhu Peng, Chenghua Shi, Zuxian Wang, Mingfeng Lei, Limin Peng (2025). Longitudinal structural vulnerability analysis of shield tunnels under adjacent excavation disturbances. Journal of Central South University.DOI
Chenghua Shi, Xuanyu Zhang, Zixu Zhu, Tao Zhu, Mingfeng Lei, Xiaohe Sun (2025). Safety assessment of shield tunnel underpassing railway bridges considering coupled randomness of stratigraphy and tunneling parameters. Tunnelling and Underground Space Technology.DOI
Chenghua Shi, Tao Zhu, Zhu Peng, Zixu Zhu, Xinyun Wen (2025). Analysis of the failure mechanism of Thin-Walled grouting rings and optimization of uniform Open-Loop behavior. Engineering Failure Analysis.DOI
Xiaohe Sun, Chenghua Shi, Guoqing Xiao, Yangyang Ge (2025). A new controlled drainage system for submarine tunnels using double-adhesive waterproof membrane. Frontiers of Structural and Civil Engineering.DOI
Zhu Peng, Chenghua Shi, Zixu Zhu, Lei Xu, Cong Liu, Mingfeng Lei (2025). Dynamic analysis of water-rich heavy haul railway tunnels considering basement defects evolution and train effects. Railway Engineering Science.DOI
Xiaohe Sun, Chenghua Shi, Zhu Gang Peng, Guoqing Xiao, Yangyang Ge (2025). An innovative method and model for calculating the mountain tunnels with sprayed waterproofing membrane. Tunnelling and Underground Space Technology.DOI
Chenghua Shi, Yili Lou, Zuxian Wang, Mingfeng Lei, Chengyong Cao (2025). A STOCHASTIC ANALYSIS METHOD FOR THE LONGITUDINAL DEFORMATION OF SHIELD TUNNELS CONSIDERING THE SPATIAL VARIABILITY OF THE SUBGRADE STIFFNESS. International Journal for Multiscale Computational Engineering.DOI
Xiaohe Sun, Chenghua Shi, Guoqing Xiao, Yangyang Ge, Chengyong Cao (2024). A new tunnel drainage system using double-adhesive spray-applied membrane: key parameters and applicable scope. Discover Civil Engineering.DOI
Chaojun Jia, Yanghao Xie, Liang Dai, Chenghua Shi, Mingfeng Lei, Yanni Zheng (2024). Detailed thermal environment classification of high geothermal tunnel based on thermal comfort indices. Building and Environment.DOI
Xiaohe Sun, Chenghua Shi, Guoqing Xiao, Yangyang Ge, Chengyong Cao (2024). A novel tunnel waterproof-drainage system based on double-bonded waterproofing materials and its seepage characteristics. Frontiers of Structural and Civil Engineering.DOI
Ziwei Hu, Mingfeng Lei, Hu Zhang, Chaojun Jia, Chenghua Shi (2024). Ultimate Support Pressure Determination for Shield Tunnel Faces in Saturated Strata Based on Seepage Flow Control. Applied Sciences.DOI
Shijie Li, Xiaohe Sun, Chenghua Shi, Ruiqiang Kang, Fei Yang (2024). Dynamic response and regular analysis of adjacent buildings under blasting construction across foundation pits of subway stations. Structures.DOI
Shunguo Wang, Zude Ding, Chenghua Shi, Haibing Cai, Yu‐Sheng Chen, Wenyun Ding, Juan Huang (2024). Dislocation response of ECC-RC composite supporting structures of tunnels passing through active fault. Scientific Reports.DOI
Chaojun Jia, Ruifeng Pang, Qiang Zhang, Mingfeng Lei, Chenghua Shi, Wenxin Li (2024). Experimental Investigation on Freeze–Thaw Damage Mechanism of Xiyu Conglomerate Under Uniaxial Cyclic Loading. Rock Mechanics and Rock Engineering.DOI
Xiaohe Sun, Chenghua Shi, Yangyang Ge (2024). Experimental investigation and cohesive zone modeling of the interface mechanical behavior in composite tunnel linings. Tunnelling and Underground Space Technology.DOI
Keyue Zheng, Chenghua Shi, Yili Lou, Chaojun Jia, Mingfeng Lei, Yi Yang (2024). A computational method for tunnel energy evolution in strain-softening rock mass during excavation unloading based on triaxial stress paths. Computers and Geotechnics.DOI
Zuxian Wang, Chenghua Shi, Haiyong Chen, Mingfeng Lei (2024). Probabilistic evaluation for excavation-induced longitudinal responses of existing shield tunnel in spatially random soils. Computers and Geotechnics.DOI
Keyue Zheng, Chenghua Shi, Qianjin Zhao, Mingfeng Lei, Chaojun Jia, Yili Lou (2023). Failure mechanisms and dynamic process control measures of deep buried tunnels in tectonic fracture zones under high in-situ stresses—a case study in Southwestern China. Frontiers in Earth Science.DOI
Yanni Zheng, Chaojun Jia, Mingfeng Lei, Juan Huang, Chenghua Shi (2023). Investigation of the Constitutive Damage Model of Rock Under the Coupled Effect of Freeze–Thaw Cycles and Loading. Rock Mechanics and Rock Engineering.DOI
Juan Huang, Yintao Song, Mingfeng Lei, Chenghua Shi, Chaojun Jia, Jian Zhang (2023). Numerical Study on the Damage Characteristics of Layered Shale Using 3D DEM. KSCE Journal of Civil Engineering.DOI
Chengyong Cao, Xiangsheng Chen, Chenghua Shi, Yanbin Fu, Chenjie Gong, Zuxian Wang (2023). Clogging of slurry-shield tunnel-boring machine drives in sedimentary soft rock: A case study. Frontiers of Structural and Civil Engineering.DOI
Zuxian Wang, Chenghua Shi, Haiyong Chen, Zhu Peng, Yingjie Sun, Xiaoyue Zheng (2023). Probabilistic analysis of the longitudinal performance of shield tunnels based on a simplified finite element procedure and its surrogate model considering spatial soil variability. Computers and Geotechnics.DOI
Xuanyu Zhang, Chenghua Shi, Xiaohe Sun (2023). Analysis of surface deformation characteristics in pipe jacking construction based on the theory of a stratum cross-correlation conditional random field. Computers and Geotechnics.DOI
Linghui Liu, Mingfeng Lei, Ziwei Hu, Xicao Za, Chenghua Shi, Shuisheng Li, Zihan Yang (2023). A robust mix design method for steel fiber reinforced self-compacting concrete. Journal of Building Engineering.DOI
Yanni Zheng, Chaojun Jia, Sheng Zhang, Chenghua Shi (2023). Experimental and constitutive modeling of the anisotropic mechanical properties of shale subjected to thermal treatment. Geomechanics for Energy and the Environment.DOI
Chenyang Zhao, Mingfeng Lei, Chenghua Shi, Chaojun Jia, E Deng, Keyue Zheng (2023). Arch foot stability for a large-span metro station crossing a fault fracture zone by the arch cover method. Acta Geotechnica.DOI
Mingfeng Lei, Chenyang Zhao, Chaojun Jia, Chenghua Shi (2022). Study on the geological adaptability of the arch cover method for shallow-buried large-span metro stations. Tunnelling and Underground Space Technology.DOI
Chenjie Gong, Yuanye Wang, Yicheng Peng, Wenqi Ding, Mingfeng Lei, Zhihua Da, Chenghua Shi (2022). Three-dimensional coupled hydromechanical analysis of localized joint leakage in segmental tunnel linings. Tunnelling and Underground Space Technology.DOI
Zuxian Wang, Chenghua Shi, Chenjie Gong, Chengyong Cao, Zhu Peng, Yingjie Sun (2022). Difference solutions for responses of foundation-beams with arbitrary boundary conditions considering spatial soil variability and its applications. Computers and Geotechnics.DOI
Zuxian Wang, Chenghua Shi, Chenjie Gong, Mingfeng Lei, Jianwen Liu, Chengyong Cao (2022). 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.DOI
Binbin Zhu, Mingfeng Lei, Chenjie Gong, Chenyang Zhao, Yunliang Zhang, Juan Huang, Chaojun Jia, Chenghua Shi (2022). Tunnelling-induced landslides: Trigging mechanism, field observations and mitigation measures. Engineering Failure Analysis.DOI
Chenjie Gong, Yuanye Wang, Wenqi Ding, Mingfeng Lei, Chenghua Shi (2022). Waterproof Performance of Sealing Gasket in Shield Tunnel: A Review. Applied Sciences.DOI
Jianwen Liu, Chenghua Shi, Chenjie Gong, Mingfeng Lei, Zuxian Wang, Zhu Peng, Chengyong Cao (2022). Investigation of ultimate bearing capacity of shield tunnel based on concrete damage model. Tunnelling and Underground Space Technology.DOI
Chenghua Shi, Yiwei Zhao, Chenyang Zhao, Yili Lou, Xiaohe Sun, Xiaoyue Zheng (2022). Water-Sealed Blasting Control Measures of the Metro Station Undercrossing Existing Structures in Ultra-Close Distances: A Case Study. Frontiers in Earth Science.DOI
Chenghua Shi, Zuxian Wang, Chenjie Gong, Jianwen Liu, Zhu Peng, Chengyong Cao (2022). Prediction of the additional structural response of segmental tunnel linings induced by asymmetric jack thrusts. Tunnelling and Underground Space Technology.DOI
Chenghua Shi, Ang Wang, Xiaohe Sun, Weichao Yang (2022). Aerodynamic Behavior and Impact on Driving Safety of Spalling Blocks Comprising High-Speed-Railway Tunnel Lining. Applied Sciences.DOI
Mingfeng Lei, Li Jin, Chenyang Zhao, Chenghua Shi, Weichao Yang, E Deng (2021). Pseudo-dynamic analysis of three-dimensional active earth pressures in cohesive backfills with cracks. Soil Dynamics and Earthquake Engineering.DOI
Chenyang Zhao, Mingfeng Lei, Chenghua Shi, Haorong Cao, Weichao Yang, E Deng (2021). Function mechanism and analytical method of a double layer pre-support system for tunnel underneath passing a large-scale underground pipe gallery in water-rich sandy strata: A case study. Tunnelling and Underground Space Technology.DOI
Hao Zi, Zude Ding, Xiafei Ji, Liu Zhengchu, Chenghua Shi (2021). Effect of voids on the seismic vulnerability of mountain tunnels. Soil Dynamics and Earthquake Engineering.DOI
Chenghua Shi, Xiaohe Sun, Shengli Liu, Chengyong Cao, Linghui Liu, Mingfeng Lei (2021). Analysis of Seepage Characteristics of a Foundation Pit with Horizontal Waterproof Curtain in Highly Permeable Strata. Water.DOI
Keyue Zheng, Chenghua Shi, Yuexiang Lin, Mingfeng Lei, Jianwen Liu (2021). Transfer station cracks induced by cutting anchor cables and crack stabilization: A case study. Engineering Failure Analysis.DOI
Jianwen Liu, Chenghua Shi, Zuxian Wang, Mingfeng Lei, Dan Zhao, Chengyong Cao (2021). Damage mechanism modelling of shield tunnel with longitudinal differential deformation based on elastoplastic damage model. Tunnelling and Underground Space Technology.DOI
Jianwen Liu, Chenghua Shi, Mingfeng Lei, Zuxian Wang, Chengyong Cao, Yuexiang Lin (2021). A study on damage mechanism modelling of shield tunnel under unloading based on damage–plasticity model of concrete. Engineering Failure Analysis.DOI
Qianlong Tang, Mingfeng Lei, Binbin Zhu, Limin Peng, Weimin Wu, Chenghua Shi (2021). Design and Application of Risk Early Warning System for Subway Station Construction Based on Building Information Modeling Real‐Time Model. Advances in Civil Engineering.DOI
Mingfeng Lei, Linghui Liu, Chenghua Shi, Yuan Sin Tan, Yuexiang Lin, Weidong Wang (2020). A novel tunnel-lining crack recognition system based on digital image technology. Tunnelling and Underground Space Technology.DOI
Chengyong Cao, Chenghua Shi, Linghui Liu, Jianwen Liu (2020). Evaluation of the effectiveness of an alternative to control groundwater inflow during a deep excavation into confined aquifers. Environmental Earth Sciences.DOI
Mingfeng Lei, Linghui Liu, Yuexiang Lin, Jianjun Ma, Chenghua Shi, Weichao Yang (2020). Experimental Investigation of Damage Evolution Characteristics of C50 Concrete under Impact Load. Shock and Vibration.DOI
Weichao Yang, E Deng, Chenghua Shi, Ning Liu, Ruizhen Fei, Huan Yue (2020). Lining Fatigue Test and Influence Zoning of Tridimensional Cross-Tunnel under High-Speed Train Loads. Applied Sciences.DOI
Zhongzheng Wang, Dalong Jin, Chenghua Shi (2020). Spatial Variability of Grouting Layer of Shield Tunnel and Its Effect on Ground Settlement. Applied Sciences.DOI
Ang Wang, Chenghua Shi, Chenyang Zhao, E Deng, Weichao Yang, Hong Liang He (2020). Response Characteristics of Cross Tunnel Lining under Dynamic Train Load. Applied Sciences.DOI
Jianwen Liu, Chenghua Shi, Chengyong Cao, Mingfeng Lei, Zuxian Wang (2020). Improved analytical method for pile response due to foundation pit excavation. Computers and Geotechnics.DOI
Cong Liu, Mingfeng Lei, Limin Peng, Chenghua Shi (2020). Cavity influence on fatigue performance of heavy haul railway Tunnel’s bottom structure. Construction and Building Materials.DOI
Weichao Yang, E Deng, Zhihui Zhu, Mingfeng Lei, Chenghua Shi, Hong He (2020). Sudden Variation Effect of Aerodynamic Loads and Safety Analysis of Running Trains When Entering Tunnel Under Crosswind. Applied Sciences.DOI
Jianwen Liu, Chenghua Shi, Mingfeng Lei, Chengyong Cao, Yuexiang Lin (2020). Improved analytical method for evaluating the responses of a shield tunnel to adjacent excavations and its application. Tunnelling and Underground Space Technology.DOI
Mingfeng Lei, Bo-cheng Zhou, Yuexiang Lin, Fudong Chen, Chenghua Shi, Limin Peng (2020). Model test to investigate reasonable reactive artificial boundary in shaking table test with a rigid container. Journal of Central South University.DOI
Yichao Ye, Limin Peng, Yang Zhou, Weichao Yang, Chenghua Shi, Yuexiang Lin (2019). Prediction of Friction Resistance for Slurry Pipe Jacking. Applied Sciences.DOI
Cong Liu, Limin Peng, Mingfeng Lei, Chenghua Shi, Ning Liu (2019). Fatigue Performance of Tunnel Invert in Newly Designed Heavy Haul Railway Tunnel. Applied Sciences.DOI
Chenghua Shi, Qianjin Zhao, Mingfeng Lei, Menglong Peng (2019). Vibration velocity control standard of buried pipeline under blast loading of adjacent tunnel. SOILS AND FOUNDATIONS.DOI
Linghui Liu, Mingfeng Lei, Chengyong Cao, Chenghua Shi (2019). Dewatering Characteristics and Inflow Prediction of Deep Foundation Pits with Partial Penetrating Curtains in Sand and Gravel Strata. Water.DOI
Chengyong Cao, Chenghua Shi, Mingfeng Lei (2019). A Simplified Approach to Design Jet-Grouted Bottom Sealing Barriers for Deep Excavations in Deep Aquifers. Applied Sciences.DOI
Mingfeng Lei, Liu Ji-yao, Yuexiang Lin, Chenghua Shi, Can Liu (2019). Deformation Characteristics and Influence Factors of a Shallow Tunnel Excavated in Soft Clay with High Plasticity. Advances in Civil Engineering.DOI
Mingfeng Lei, Linghui Liu, Yuexiang Lin, Chenghua Shi, Weichao Yang, Chengyong Cao, Yao Liu (2019). Research Progress on Stability of Slurry Wall Trench of Underground Diaphragm Wall and Design Method of Slurry Unit Weight. Advances in Civil Engineering.DOI
Chengyong Cao, Chenghua Shi, Linghui Liu, Jianwen Liu, Mingfeng Lei, Yuexiang Lin, Yichao Ye (2019). Novel Excavation and Construction Method for a Deep Shaft Excavation in Ultrathick Aquifers. Advances in Civil Engineering.DOI
Mingfeng Lei, Dayong Lin, Qiyou Huang, Chenghua Shi, Linchong Huang (2018). Research on the construction risk control technology of shield tunnel underneath an operational railway in sand pebble formation: a case study. European Journal of Environmental and Civil engineering.DOI
Chenghua Shi, Chengyong Cao, Mingfeng Lei, Weichao Yang (2018). Sealant Performance Test and Stress–Seepage Coupling Model for Tunnel Segment Joints. Arabian Journal for Science and Engineering.DOI
Chengyong Cao, Chenghua Shi, Mingfeng Lei, Weichao Yang, Jianwen Liu (2018). Squeezing failure of tunnels: A case study. Tunnelling and Underground Space Technology.DOI
Mingfeng Lei, Dayong Lin, Jianwen Liu, Chenghua Shi, Jianjun Ma, Weichao Yang, Xiaoniu Yu (2018). Modified chloride diffusion model for concrete under the coupling effect of mechanical load and chloride salt environment. AIP Advances.DOI
Mingfeng Lei, Dayong Lin, Chenghua Shi, Jianjun Ma, Weichao Yang (2018). A Structural Calculation Model of Shield Tunnel Segment: Heterogeneous Equivalent Beam Model. Advances in Civil Engineering.DOI
Chengyong Cao, Chenghua Shi, Mingfeng Lei, Limin Peng, Ruxue Bai (2017). Deformation Characteristics and Countermeasures of shallow and Large-span Tunnel Under-crossing the Existing Highway in Soft Soil: a Case Study. KSCE Journal of Civil Engineering.DOI
Chenghua Shi, Chengyong Cao, Mingfeng Lei (2017). Construction technology for a shallow-buried underwater interchange tunnel with a large span. Tunnelling and Underground Space Technology.DOI
Mingfeng Lei, Dayong Lin, Weichao Yang, Chenghua Shi, Limin Peng, Juan Huang (2016). Model test to investigate failure mechanism and loading characteristics of shallow-bias tunnels with small clear distance. Journal of Central South University.DOI
Ning Liu, Limin Peng, Chenghua Shi, Mingfeng Lei (2016). Experimental and model study on dynamic behaviour and fatigue damage of tunnel invert. Construction and Building Materials.DOI
Chenghua Shi, Chengyong Cao, Mingfeng Lei (2016). An analysis of the ground deformation caused by shield tunnel construction combining an elastic half-space model and stochastic medium theory. KSCE Journal of Civil Engineering.DOI
Chenghua Shi, Chengyong Cao, Mingfeng Lei, Limin Peng, Jing Jiang (2016). Optimal design and dynamic control of construction dewatering with the consideration of dewatering process. KSCE Journal of Civil Engineering.DOI
Chenghua Shi, Min Long, Chengyong Cao, Guangcheng Long, Mingfeng Lei (2016). Mechanical property test and analytical method for Reactive Powder Concrete columns under eccentric compression. KSCE Journal of Civil Engineering.DOI
Chenghua Shi, Chengyong Cao, Mingfeng Lei, Weichao Yang (2015). Face stability analysis of shallow underwater tunnels in fractured zones. Arabian Journal of Geosciences.DOI
Chenghua Shi, Chengyong Cao, Mingfeng Lei, Limin Peng, Huijun Ai (2015). Effects of lateral unloading on the mechanical and deformation performance of shield tunnel segment joints. Tunnelling and Underground Space Technology.DOI
Chenghua Shi, Chengyong Cao, Mingfeng Lei, Limin Peng, Jiajia Shen (2015). Time-dependent performance and constitutive model of EPDM rubber gasket used for tunnel segment joints. Tunnelling and Underground Space Technology.DOI
Mingfeng Lei, Limin Peng, Chenghua Shi, Youjun Xie, Lixin Tan (2015). Upper bound analytical solution for surrounding rock pressure of shallow unsymmetrical loading tunnels. Journal of Central South University.DOI
Mingfeng Lei, Limin Peng, Chenghua Shi (2014). Model test to investigate the failure mechanisms and lining stress characteristics of shallow buried tunnels under unsymmetrical loading. Tunnelling and Underground Space Technology.DOI
Mingfeng Lei, Limin Peng, Chenghua Shi (2014). An experimental study on durability of shield segments under load and chloride environment coupling effect. Tunnelling and Underground Space Technology.DOI
Limin Peng, Ruizhen Fei, Chenghua Shi, Weichao Yang, Yiting Liu (2014). Numerical Simulation about Train Wind Influence on Personnel Safety in High-Speed Railway Double-Line Tunnel. Communications in computer and information science.DOI
Mingfeng Lei, Limin Peng, Chenghua Shi (2013). Calculation of the surrounding rock pressure on a shallow buried tunnel using linear and nonlinear failure criteria. Automation in Construction.DOI
Chenghua Shi, Zu-de Ding, Mingfeng Lei, Limin Peng (2013). Accumulated Deformation Behavior and Computational Model of Water-Rich Mudstone Under Cyclic Loading. Rock Mechanics and Rock Engineering.DOI
Mingfeng Lei, Limin Peng, Chenghua Shi, Shuying Wang (2013). Experimental study on the damage mechanism of tunnel structure suffering from sulfate attack. Tunnelling and Underground Space Technology.DOI
Chenghua Shi (2012). Damage mechanism and evolution law of mechanical property of tunnel structure suffering sulfate ambient. Journal of Central South University(Science and Technology).
Chenghua Shi (2012). Running Safety in Railway Tunnel with Base Voids. Journal of the China Railway Society.
Chenghua Shi, Limin Peng, Jun Li (2009). Study on the Stratum Deformation Caused by Tunnel Excavation with Different Division of Cross-Section.DOI
Chenghua Shi (2009). Analysis on the Action Mechanism and the Influencing Factors of the Tunnel Shaft to the Pressure of the Carbody. Zhongguo tiedao kexue.
Chenghua Shi (2009). Progress Made in the Research on the Vibration Response Induced by Trains Running through Tunnels. Zhongguo tiedao kexue.
Chenghua Shi (2009). WHOLE SPACE COMPREHENSIVE ADVANCED GEOLOGICAL PREDICTION TECHNIQUE FOR SHALLOW-BURIED SECTION OF TUNNEL UNDER COMPLICATED GEOLOGICAL CONDITION. Chinese journal of rock mechanics and engineering.
Chenghua Shi (2008). RESEARCH ON TIME-SPACE UNITED CALCULATION THEORY OF STRATUM DEFORMATION FOR URBAN TUNNEL EXCAVATION AND ITS APPLICATION. Chinese journal of rock mechanics and engineering.
Chenghua Shi (2007). Ground Surface Settlement and Deformation Caused by Tunnel Excavation and Dewatering. Zhongguo gonglu xuebao.
施成华，彭立敏（2004）. 浅埋隧道开挖纵向地表变形预测及其基本规律. 《中国公路学报》.
彭立敏，施成华，刘小兵（2001）. 隧道钢筋混凝土结构的优化设计模型及应用. 《中国公路学报》.
施成华，彭立敏（2001）. 地表锚杆预加固浅埋隧道的空间数值分析. 《铁道科学与工程学报》.
彭立敏，施成华，韩玉华（2000）. 浅埋隧道地表锚杆预加固的作用机理与分析方法. 《铁道学报》.
预印本
Xiao-yue Zheng, Chenghua Shi, Menglong Peng, Zuxian Wang, Yingjie Sun (2025). Simulation of Mud Cake Failure Behavior Caused by Shield Cutterhead Scouring System Based on Coupled Sph-Fem Method. SSRN Electronic Journal.DOI
Liang Dai, Chaojun Jia, Chenghua Shi, Mingfeng Lei, Yanni Zheng (2023). Study on the Environmental Classification of High Geothermal Tunnel Based on Worker Health Protection. SSRN Electronic Journal.DOI
Juan Huang, Yintao Song, Mingfeng Lei, Chenghua Shi, Chaojun Jia, Jian Zhang (2022). Numerical simulation of anisotropic properties of shale under triaxial compression using 3D DEM. Research Square.DOI