Education Experience

1994-1997, Ph.D., Southwest Jiaotong University

1985-1988, M.Eng., Southwest Jiaotong University

1981-1985, B.Eng., Southwest Jiaotong University

Professional Experience

2000 – Present, Professor, Tongji University

1998 – 2000, Professor, Shanghai Tiedao University

1994 – 1998, Associate Professor, Shanghai Tiedao University

1988 – 1994, Assistant Lecturer ~ Lecturer, Shanghai Tiedao University

Professor Zhou has made fundamental contributions to the field of deformation control in rail transit geotechnical structures, covering both construction-phase stability control and high-precision in-service deformation control at the millimeter level.

He developed system dynamics models for rail–tunnel–foundation interactions under transit loading and proposed a nonlinear stress-release theory to enhance the analysis and design of tunnel excavation. He also established a three-field coupling equation involving flow velocity, pressure (or concentration), and deformation, which has been recognized in academia as “Zhou’s Model”.

His research has led to the authorship of two national railway industry standards and the publication of seven academic monographs. He holds over 90 authorized invention patents and has published more than 200 SCI-indexed journal papers. Altogether, his publications have been cited over 13,000 times. One of his papers ranks as the second most-cited article in the history of the journal Railway Engineering Science since its inception.

Professor Zhou has supervised over 100 doctoral and master’s students. His graduates are widely regarded as a highly capable and well-rounded group, with more than 20 receiving prestigious honors and awards, like Humboldt Research Fellowship, China’s National High-level Talent Program, the National May 1 Labor Medal, and Provincial Model Worker titles. Professor Zhou himself has been recognized with distinctions including Shanghai’s Top Ten Good People and Good Deeds Award.

Representative Awards

[1].Second Prize of the National Technological Invention Award (Ranking 1),Refined Control Technology and its Application for Underground Engineering Undercrossing High-Speed Railways.2018

[2].Second Prize of the National Technological Invention Award (Ranking 2),Safety Control and Efficient Tunneling Technology for Shield Tunnels in Sandy Cobble Strata. 2015

[3].ITA "Beyond Engineering" Award (Group Honor),Multi Pipe Jacking Method for The Construction of City Core Metro Station in Soft Soil Strata. 2022

[4].Special Prize of Science and Technology Award of China Railway Society (Ranking 1),Theory and Technology for Small Deformation Control of High-Speed Railway Soft Soil Subgrade. 2022

[5].First Prize of Science and Technology Award of China Railway Society (Ranking 1),Standardized Construction and Maintenance Technology for Railway Shield Tunnels in Soft Strata. 2024

[6].First Prize of Shanghai Science and Technology Progress Award (Ranking 1),Innovative Technology and Application of Underground Engineering Undercrossing Rapid Railways. 2016

[7].First Prize of Technology Invention Award of Chinese Society for Rock Mechanics and Engineering (Ranking 1),Long-Distance, Large-Span, Unrestricted-Speed Tunneling Beneath Existing National Railway Lines. 2016

[8].First Prize of Zhejiang Science and Technology Award (Ranking 1),Shield Tunneling Construction Control Technology in Complex Environment Areas. 2013

[9].First Prize of Shanghai Teaching Achievement Award (Ranking 1),Exploration and Practice of "Three-Stage" Progressive Training Model for Innovative Talents in Rail Transit Engineering Serving the "Going Global" Strategy. 2017

[10].Locomotive Medal of All-China Railway Federation of Trade Unions (Individual Title). 1998

Edited Standards and Specifications

[1].Zhou Shunhua, et al.,Technical Specification for Underpass Highway and Municipal Works in High-Speed Railway(TB10182-2017). Industry Standard of The People’s Republic of China. China Railway Publishing House, 2018.

[2].Zhou Shunhua, et al.,Technical Specification for Safety Monitoring of Construction Adjacent to Railway Operating Lines(TB 10314-2021), Industry Standard of The People’s Republic of China. China Railway Publishing House, 2021.

[3].Zhou Shunhua, et al.,Technical Standard for Structural Safety Protection of Urban Railways(DG TJ08-2397-2022J16199-2022), Industry Standard of Shanghai. Tongji University Press, 2022

[4].Zhou Shunhua, et al.,Technical Guide for Waterproof Detection of Segment Joints in Shield Tunnels(RISN-TG036-2019), Technical Guide. China Architecture & Building Press, 2019

Representative Monographs and Textbooks

[1].Zhou Shunhua. Dynamics of Rail Transit Tunnel Systems. Elsevier, 2019

[2].Zhou Shunhua. Shield Tunneling Under-crossing Engineering of Metro. Science Press, 2017, Beijing (in Chinese)

[3].Zhou Shunhua, Mao Jianqiang, Wang Binglong, Dong Xinping, Sun Yuyong, et al. Calculation and Analysis of Urban Rail Transit Underground Engineering. China Communications Press, 2014, Beijing (in Chinese)

[4].Zhou Shunhua, Dong Xinping. Calculation Principles and Applications of the Pipe-Roof Method. Tongji University Press, 2007, Shanghai (in Chinese)

[5].Zhou Shunhua. Excavation Theory. China Railway Publishing House, 1997, Beijing (in Chinese)

[6].Shen Linchong,Zhou Shunhua, Zhang Jinrong, Liu Xunhua, Wang Hongqi. Theory and Practice of Hangzhou Metro Line 1 Crossing the Qiantang River Project. China Communications Press, 2012 (in Chinese)

[7].Xu Xiaohong, Li Yansong,Zhou Shunhua, Gu Jiansheng. Construction Strategies for the Co-construction Project of Shanghai Natural History Museum and Metro Line 13. China Communications Press Co., Ltd., 2014, Beijing (in Chinese)

[8].Zhou Shunhua. Structural Design and Construction of Urban Rail Transit. China Communications Press, 2011, Beijing (Textbook) (in Chinese)

[9].Zhou Shunhua. Equipment Systems of Urban Rail Transit. China Communications Press, 2009, Beijing (Textbook) (in Chinese)

[10].Zhou Shunhua. Structural Engineering of Urban Rail Transit. Tongji University Press, 2004, Shanghai (Textbook) (in Chinese)

Representative Patents

[1].Zhou Shunhua, Guo Peijun, Dai Ning, Wang Binglong, Shan Yao, Di Honggui, Fu Longlong, Ye Wei; A Triaxial Apparatus for Realizing the Coupling Effect of Static Load and High-Frequency Cyclic Load; Patent No.: ZL202210158067.2

[2].Zhou Shunhua, Liu Jianhong, Xiao Junhua, Che Feng, Pang Chenrui, Ji Chang; Safety Linkage Control Method and System for Tunnels Under-crossing Railways; Patent No.: ZL201510459238.5

[3].Zhou Shunhua, Liu Jianhong, Chen Han, Gong Quanmei, Zhao Zhongcheng, Xiao Junhua, Ji Chang; A Method for Determining Stiffness Matching of Under-crossing Railway Projects; Patent No.: ZL201510460192.9

[4].Zhou Shunhua, Gong Quanmei, Xiao Junhua, Di Honggui, Ye Weitao, He Chao; A Reinforcement System and Reinforcement Method for Soft Soil Foundations Before Tunnel Excavation; Patent No.: ZL201710628773.8

[5].Zhou Shunhua, Wang Binglong, Yang Longcai, Wang Changdan, Lin Youwei, Yu Zheng; A Design Method for a Compacted Pile Combined with Pile-Net Foundation Structure for Wide Subgrades of High-Speed Railways; Patent No.: ZL201911304585.5

[6].Zhou Shunhua, Wang Binglong, Wang Changdan, Wang Yueming, Liu Chengyu; A Composite Structure for Controlling Uneven Settlement of High-Speed Railway Road-Bridge Transition Sections; Patent No.: ZL201911304555.4

[7].Zhou Shunhua, Liang Wenhao, Wang Binglong, Yan Haiyun, Xiao Junhua; A Telescopic Deviation Correction Drill Bit for Assisting Pipe-Roof Drilling; Patent No.: ZL201710308073.0

[8].Zhou Shunhua, Ji Chang, Zhang Xiao, Gong Quanmei, Cheng Qian, Tang Liming; Dynamic Compensation Filling Control Method for Synchronous Grouting in Local Over-excavation Areas; Patent No.: ZL201610297061.8

[9].Zhou Shunhua, Ji Chang; An Intelligent Evaluation Method and Device for the Properties of Flowing Muck in Shield Soil Bins; Patent No.: ZL201710986667.7

[10].Zhou Shunhua, Huang Dawei, Liu Chang, Xiao Junhua; Waterproof Sealing Structure for Segment Joints of Shield Tunnels; Patent No.: ZL201510052425.1

Journal Publications in the Past Five Years (Chronological Order)

[1]Zhou Shunhua, Tian Zhiyao, Yao Qiyu, Dai Longfei. Rethinking tunnel-soil relative stiffness: insights from interactions between tunnels and strata subjected to ground surcharge [J]. International Journal of Rail Transportation, 2025.https://doi.org/10.1080/23248378.2025.2496354

[2]Zhou Shunhua, Jin Yuyin, Tian Zhiyao, Zou Chunhua, Zhao Heming, Miao Zengrun. Exploring thefeasibilityof prestressed anchor cables as an alternative to temporary support in the excavation of super-large-span tunnel [J]. Railway Engineering Science, 2024, 32(3), 344-360.

[3]Zhou Shunhua, Jiang Haibo, Fu Longlong, Shan Yao, Ye Weitao, Guo Peijun. Experimental study on deformation and strength characteristics of granular soil-structure interface under coupled monotonic shear and vibration using a modified direct shear apparatus [J]. Acta Geotechnica, 2023, 18(6): 2899-2913.

[4]Zhou Shunhua, Shan Yao, Wu Zhongyang, Zhao Wei, Yang Longcai, Lin Youwei. Lateral deformation of high-speed railway foundation induced by adjacent embankment construction in soft soils:Numericaland field study [J]. Transportation Geotechnics, 2023, 41: 101005.

[5]Zhou Shunhua, Jiang Haibo, Fu Longlong, Shan Yao, Guo Peijun. An Improved Apparatus for Testing the Friction Variation of Soil-Structure Interface Induced by One-Dimensional Vibration [J]. Geotechnical Testing Journal, 2022, 45(2):318-331.

[6]Zhou Shunhua, Shan Yao, Wang Changdan, Yao Qiyu, Jia Yu, Lin Zihan. Theoretical method for additional horizontal stress of isolation piles due to adjacent loading [J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2022, 46(9): 1581-1606.

[7]Zhou Shunhua, Shan Yao, Wang Binglong, Wang Changdan, Wang Jiang, Li Jia. Semi-analytical model of unloading-induced pore-water pressure and consequent consolidation settlement of surcharge preloading railway subgrade [J]. International Journal of Geomechanics, 2022, 22(11): 04022188.

[8]Zhou Shunhua,He Chao, Guo Peijun, Di Honggui, Zhang Xiaohui. Modeling of Vehicle-Track-Tunnel-Soil System Considering the Dynamic Interaction between Twin Tunnels in a Poroelastic Half-Space[J]. International Journal of Geomechanics, 2020, 20(1).

[9]Zhou Shunhua,He Chao, Guo Peijun, Di Honggui, Xiao Junhua. Three-Dimensional Analytical Model for Coupled Track-Tunnel-Soil System in a Multilayered Half-Space [J]. Journal of Engineering Mechanics, 2020, 146(2).

[10]Zhou Shunhua,Tian Zhiyao, Di Honggui, Guo Peijun, Fu Longlong. Investigation of a loess-mudstone landslide and the induced structural damage in a high-speed railway tunnel [J]. Bulletin of Engineering Geology and the Environment, 2020, 79(5): 2201-2212.

[11]Zhou Shunhua,WangBinglong, Shan Yao. Review of research on high-speed railway subgrade settlement in soft soil area [J]. Railway Engineering Science, 2020, 28(2): 129-145.

[12]Tian Zhiyao,Zhou Shunhua*, Yin Xianfei, Yao Qiyu, Zhao Yu. A Bayesian pressure‑inversion–driven method for establishing mechanically grounded digital twins of in‑service tunnel linings[J]. Reliability Engineering & System Safety, 2026, 265: 111633

[13]Cao Zhanlin,Zhou Shunhua*, Liu Jianguo, Guo Huiji, Di Honggui. Research on the grease rear penetration escape behavior and the sealing performance of shield tail under static pressure of shield tail brush [J]. Tunnelling and Underground Space Technology, 2025, 164: 106785.

[14]He Chao, Liu Yanrui,Zhou Shunhua*, Jia Yuanping, Zhang Xiaohui. Analytical solution for calculating three-dimensionalresponses due to dynamic loads acting on an underwater tunnel in stratified soil [J]. Computers and Geotechnics, 2025, 178: 106924.

[15]Jiang Haibo,Zhou Shunhua*,Guo Peijun. Constitutive modelling of a dry sand-structure interface under high-frequency vibration with a constant normal load [J]. Computers and Geotechnics, 2024, 175.

[16]Zhang Quan, ZhangXiaohui,Zhou Shunhua*, Zhang Keping, He Chao, Di Honggui. Research on the influencing factors and correlation of multi-scale morphological descriptors of coarse aggregate[J]. Construction and Building Materials, 2024, 457: 139402.

[17]Tian, Zhiyao,Zhou Shunhua*,Lee, Anthony, Shan, Yao Detmann, B. How to identify earth pressures on in-service tunnel linings: Insights from Bayesian inversion to address non-uniqueness[J]. Transportation Geotechnics, 2024, 48.

[18]Tian Zhiyao, LeeAnthony,Zhou Shunhua*. Adaptive tempered reversible jump algorithm for Bayesian curve fitting [J]. Inverse Problems, 2024, 40(4).

[19]He Chao, Cai Yinghao, Pu Chenqiang,Zhou Shunhua*, Di Honggui, Zhang Xiaohui. Deformation analysisandprotection measures of existing metro tunnels effected by river channel excavation in soft soils [J]. Tunnelling and Underground Space Technology, 2024, 144, 105504.

[20]Fu Longlong,Zhou Shunhua*, Zheng, Yuexiao, Zhuang Li. Estimating earth pressure during tunneling in gravel-cobble stratum by considering sensor-particle size effect [J]. KSCE Journal of Civil Engineering, 2023, 27(6).

[21]He Chao,Zhou Shunhua*. Ground vibrations induced by the passage of double-line trains in undergroundtunnels[J]. Soil Dynamics and Earthquake Engineering, 2023, 165: 107719.

[22]Di Honggui, Su Guangbei, Yu Jiayong, Xu Yonggang, Xu Pingbao,Zhou Shunhua*. Field measurement and evaluation of vibrations inside buildings above metro tunnels [J]. Soil Dynamics and Earthquake Engineering, 2023, 166:107767.

[23]Zhang Xiaohui, Lin Zhangrun, Zhang Keping, Di Honggui,Zhou Shunhua*. Full-scale experimental test for load-bearingbehavior of the carbon fiber shell reinforced stagger-jointed shield tunnel [J]. Composite Structures, 2023, 311:116773.

[24]He Chao,Zhou Shunhua*, Li Xiaoxin, Di Honggui, Zhang Xiaohui. Forest trees as a natural metamaterialforsurface wave attenuation in stratified soils [J]. Construction and Building Materials, 2022, 363: 129769.

[25]He Chao,Zhou Shunhua*, Di Honggui, Zhang, Xiaohui. An efficient prediction model for vibrationsinducedby underground railway traffic and experimental validation [J]. Transportation Geotechnics, 2021, 31: 100646.

[26]DiHonggui,Zhou Shunhua*, Yao Xiping, Tian Zhiyao. In situ grouting tests for differential settlement treatment of a cut-and-cover metro tunnel in soft soils[J]. Bulletin of Engineering Geology and the Environment, 2021, 80(8): 6415-6427.

[27]ZhangXiaohui,Zhou Shunhua*, He Chao, Di Honggui, Si Jinbiao. Experimental investigation on train-induced vibration of the ground railway embankment and under-crossing subway tunnels [J]. Transportation Geotechnics, 2021, 26: 100422.

[28]He Chao,Zhou Shunhua*, Guo Peijun. An efficient three-dimensional method for the prediction of building vibrations from underground railway networks [J].Soil Dynamics and Earthquake Engineering, 2020, 139.

[29]Shan Yao,Zhou Shunhua*, Wang Binglong, Ho Carlton L. Differential settlement prediction of ballasted tracks in bridge-embankmenttransitionzones [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2020, 146(9): 04020075.

[30]He Chao,Zhou Shunhua*, Guo Peijun. Train-Induced Vibrations from a Tunnel in a Layered Half-Space with Varied Groundwater Table[J]. International Journal of Geomechanics, 2020, 20(10).

[31]Di Honggui,Zhou Shunhua*, Guo Peijun, He Chao, Zhang Xiaohui, Huang Shihao. Observed long-term differential settlement of metro structures built on soft deposits in the Yangtze River Delta region of China [J].Canadian Geotechnical Journal, 2020, 57(6): 840-850.

[32]FuLonglong, Tian Zhekan,Zhou Shunhua*, Zheng, Yuexiao, Wang, Binglong. Characterization of ballast particle's movement associated with loading cycle, magnitude and frequency using SmartRock sensors [J]. Granular Matter, 2020, 22(3): 63.

[33]Tian Zhiyao,Zhou Shunhua, Lee, Anthony, Zhao Yu, Gong Quanmei.A Bayesian-based approach for inversion of earth pressures on in-service underground structures [J]. Acta Geotechnica, 2024, 19(4), 1911-1928.

[34]Guo Peijun,Zhou Shunhua,Stolle Dieter. Analysis of dilatancy relation and shear-band formation in granular materials based onEshelby-Mandel tensor [J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2023, 47(9):1699-1717.

[35]Fu Longlong,Zhou Shunhua, ZhengYuexiao, Zhuang Li.Characterizing dynamic load propagation in cohesionless granular packing using force chain [J]. Particuology, 2023, 81:135-148.

[36]Jiang Haibo,Zhou Shunhua, Fu Longlong, Shan Yao, Dai Ning, Guo Peijun. Vibro-induced weakening of interface friction between granular materials and textured surfaces: An experimental study with a modified direct shear apparatus [J]. Soil Dynamics and Earthquake Engineering, 2022, 158.

[37]He Chao,Zhou Shunhua, Guo Peijun. Mitigation of railway-induced vibrations by using periodic wave impeding barriers [J]. Applied Mathematical Modelling, 2022, 105:496-513.

[38]Fu Longlong,Zhou Shunhua,Guo Peijun, Tian Zhekan, Zheng Yuexiao. Dynamic characteristics of multiscalelongitudinalstress and particle rotation in ballast track under vertical cyclic loads [J]. Acta Geotechnica, 2021, 16(2): 1527-1545.

[39]Jiang Haibo,Zhou Shunhua, Di Honggui, Ye Weitao, Liu Zhi, Zhao Yu. Earth pressure and internal forces of tunnel lining in jetgroutingreinforced mud stratum [J]. KSCE Journal of Civil Engineering, 2021, 25(10): 4005-4017.

[40]Di Honggui,Zhou Shunhua, Guo Huiji, He Chao, Zhang Xiaohui. Three-dimensional analytical model for vibrations from a tunnel embedded in an unsaturated half-space [J]. Acta Mechanica, 2021, 232(4): 1543-1562.

[41]Li Xue,Zhou Shunhua,Di Honggui. Observed ground pressure acting on the lining of a large-diameter shield tunnel in sandy stratum under high water pressure [J]. Advances in civil engineering, 2020, 3091528.

[42]He Chao, Li Xiaoxin,Zhou Shunhua, Li Hui, Dong Xiaoqing. Three-dimensional dynamic responses of a layered transversely isotropic half-space with irregular interfaces using the thin layer method [J]. Computers and Geotechnics, 2025, 177(A): 106851.

[43]Di Honggui, Wang Bochuan,Zhou Shunhua, Wang Binglong, Song Fugui. Protective measures for railway subgrade adjacent to excavation of a parallel pit[J]. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 2025, 178(2): 146-163.

[44]Li Jia, Shan Yao, Yan Yu,Zhou Shunhua, Ji Xiaoping, Shu Zhiqiang. A Time-Dependent Viscoelastic Cohesive Zone Model and Inversion Method for Analyzing Interface Damage of Embedded Tram Track [J]. Fatigue & Fracture of Engineering Materials & Structures, 2025, 48(7): 2894-2907.

[45]Yang Jiale, Di Honggui,Zhou Shunhua, Su Guangbei, He Chao, Zhang Xiaohui. Kinematic response of double-lined shafts embedded in homogeneous unsaturated soil subjected to P-wave excitation [J]. Soil Dynamics and Earthquake Engineering, 2025, 198: 109591.

[46]He Chao, Jia Yuanping,Zhou Shunhua, Chen Xingwei. An efficient semi-analytical method for dynamic responses of a tunnel in stratified soils with irregular interfaces [J]. Journal of Sound and Vibration, 2025, 614: 119191.

[47]Wang Changdan, Wang Bingjun,Zhou Shunhua, Wang Jinglong, Li Xiaolong, Xu Jingjing. Influence of secant pile construction on the deformation of pile foundations in adjacent high-speed railway bridges [J]. Geomechanics and Engineering, 2025, 40(5): 369-377.

[48]Li Xiaoxin, He Chao,Zhou Shunhua, Lu Jianfei, Peng Yuhao. Predicting ground vibrations induced by high-speed trains on the inhomogeneous soil[J]. Transportation Geotechnics, 2025, 50: 101461.

[49]Wang Jinglong, Wang Changdan,Zhou Shunhua, Ma Wenjie, San Qianqian. Spatial shape determination method of horizontal soil arching between single-row piles [J]. Proceedings of the Institution of Civil Engineers – Geotechnical Engineering, 2025, 24.

[50]Tian Zhiyao, Yin Xianfei,Zhou Shunhua. Learning loads on in-service underground infrastructure with a trans-dimensional Bayesian inversion method [J]. Computer-Aided Civil and Infrastructure Engineering, 2025, 40: 23.

[51]Zhang Keping, Zhang Xiaohui,Zhou Shunhua, Zhang, Quan, He Chao. Mechanical behavior and constitutive relationship of bond interface in steel plate-reinforced shield tunnels [J]. Construction and Building Materials, 2024, 411, 134178.

[52]Ma Wenjie, Wang Binglong,Zhou Shunhua, Leong Eng-Choon, Wang Changdan*. Torsional dynamic response of an end-bearing pile in homogeneous unsaturated transversely isotropic soil [J]. Ocean Engineering, 2024, 299, 117241.

[53]Chen Long, Tian Zhiyao,Zhou Shunhua, Gong Quanmei, Di Honggui. Attitude deviation prediction of shield tunneling machine using Time-Aware LSTM networks [J]. Transportation Geotechnics, 2024, 45, 101195.

[54]He chao, Jia Yuanping,Zhou Shunhua.Semi-analytical method for calculating ground vibrations from a tunnel in a homogeneous half-space with an irregular surface [J]. Journal of Sound and Vibration, 2024, 591.

[55]WangChangdan, Wang Yueming, Liu Kaiwei,Zhou Shunhua. Effect of colloid solution concentration of epoxy resin on properties of rust-cracked reinforced concrete repaired by electrophoretic deposition [J]. Construction and Building Materials, 2022, 318: 126184.

[56]LiuChengyu, Shan Yao, Wang Binglong,Zhou Shunhua, Wang Changdan. Reinforcement load in geosynthetic-reinforced pile-supported model embankments [J]. GEOTEXTILES and GEOMEMBRANES, 2022, 50(6):1135-1146.

[57]MaWenjie, Shan Yao, Wang Binglong,Zhou Shunhua. torsional vibration of a pile in transversely isotropic saturated soil considering its construction disturbance effect [J]. International Journal of Structural Stability and Dynamics, 2022, 22(07): 2250044.

[58]Wang Yueming, Liu Kaiwei, Wang Changdan,Zhou Shunhua.Influence of solution concentrationandtemperature on the repair effect for electrophoretic deposition of rust-cracked reinforced concrete [J]. Journal of Building Engineering, 2022, 56: 104772.

[59]Ma Wenjie, Shan Yao, Wang Binglong,Zhou Shunhua, Wang Changdan. Analytical solution fortorsionalvibration of an end-bearing pile in nonhomogeneous unsaturated soil [J]. Journal of Building Engineering, 2022, 57: 104863.

[60]ShanYao, Huang Aijun, Qin Xiaoguang,Zhou Shunhua, Zhou Xiangliang. Long-term in-situ monitoring on foundation settlement and service performance of a novel pile-plank-supported ballastless tram track in soft soil regions [J]. Transportation Geotechnics, 2022, 36: 100821.

[61]Geng Dajiang, Dai Ning, Guo Peijun,Zhou Shunhua, Di Honggui. Implicit numerical integration of highly nonlinear plasticity models [J]. Computers and Geotechnics, 2021, 132.

[62]Yao Qiyu, Ji Chang, He Chao,Zhou Shunhua. A hybrid experiment/theory method for soil conditioning in sandy cobble strata with large cobbles and boulders [J]. Bulletin o Engineering Geology and the Environment, 2021, 80(10): 8189-8209.

[63]Shan Yao, Wang Binglong, Zhang Jiawei,Zhou Shunhua. The influence of dynamic loading and thermal conditions on tram track slab damage resulting from subgrade differential settlement [J]. Engineering Failure Analysis, 2021, 128: 105610.

[64]Shan Yao, Cheng Guohui, Gu Xiaoqiang,Zhou Shunhua, Xiao Feizhi. Optimization of design parameters of displacement isolation piles constructed between a high-speed railway bridge and a double-line metro tunnel: From the view point of vibration isolation effect [J]. Computers and Geotechnics, 2021, 140: 104460.

[65]Ma Wenjie, Wang Binglong, Wang Xu,Zhou Shunhua, Wang Bolin.Soil Layer disturbance caused by pipe jacking: measurement and simulation of a case study [J]. KSCE Journal of Civil Engineering, 2021, 25(4): 1467-1478.

[66]YangXinwen, Shu Yao, Qian Dingwei,Zhou Shunhua, Di Honggui, He Chao. The nonlinear dynamical analysis of damaged concrete slab of high speed railway track using the revised fourier pseudo-spectral method [J]. Construction and Building Materials, 2020, 244: 118336.

[67]YaoQiyu, Di Honggui, Ji Chang,Zhou Shunhua. Ground collapse caused by shield tunneling in sandy cobble stratum and its control measures [J]. Bulletin of Engineering Geology and the Environment, 2020, 79(10): 1-16.

[68]MaWenjie, Wang Xu, Leong Eng-Choon, Wang Binglong,Zhou Shunhua, Wang Changdan, Wang Bolin. Dynamic Response of an Exponentially Graded Unsaturated Porous Transversely Isotropic Half-Space [J]. International Journal of Geomechanics, 2025, 25(7): 4025134.

[69]Wang Shuchen, Fu Longlong, Xi Haonan, Qiu Yongjia,Zhou Shunhua. A novel update criterion ofVerletlist for accelerating DEM computation when modeling geotechnical dense granular materials under periodic loading [J]. Computational Particle Mechanics, 2025.

[70]Wang Guankai, Shan Yao, Lin Weifan, Tian Zhiyao,Zhou Shunhua, Alberti Giovanni S., DetmannBettina, Zhou Tong, Chen Jiahui. A lightweight physics-data-driven method for real-time prediction of subgrade settlements induced by shield tunneling [J]. Computer-Aided Civil and Infrastructure Engineering, 2025.

[71]XiHaonan, Fu Longlong*, Wang Shuchen, Qiu Yongjia,Zhou Shunhua, Wang Binglong. Recognition of state variation of ballast bed using integrated multi-dimensional motion characteristics of ballast particles [J]. International Journal of Rail Transportation, 2025.

[72]Ma Wenjie, Leong Eng-Choon, Wang Xu, Wang Binglong,Zhou Shunhua, Wang Changdan,WangBolin. Torsional response of pile partially embedded in fractional-order viscoelastic unsaturated transversely isotropic soil [J]. Soil Dynamics and Earthquake Engineering, 2025, 188(A): 109053.

[73]He Ping, Cao Zhanlin, Di Hongggui, Shen Guangxin,Zhou Shunhua. Application of machine learning in caisson inclination prediction: model performance comparison and interpretability analysis[J]. Transportation Geotechnics, 2025, 55: 101654.

[74]Ma Wenjie, Leong Eng-Choon, Wang Xu, Wang Binglong,Zhou Shunhua. Torsional dynamicresponseof a pipe pile embedded in unsaturated poroelastic transversely isotropic soil [J]. Ocean Engineering, 2024, 310(1).

[75]Wang Shuchen, Fu Longlong, Xi Haonan, Qiu Yongjia,Zhou Shunhua. The influence of sand content on dynamic behaviors of ballast bed from a multiscale perspective [J]. Transportation Geotechnics, 2024, 49(A): 101401.

[76]Wu Yafei, He Chao, Shan Yao, Zhao Shuai,Zhou Shunhua.An Optimized Instance Segmentation of Underlying Surface in Low-Altitude TIR Sensing Images for Enhancing the Calculation of LSTs [J]. Sensors, 2024, 24(9).

[77]Shan Yao, Li Jia, Ji Xiaoping, Liu Shifu,Zhou Shunhua, Li Linfeng, Deng Hui, Li Youwei, Liu, Kai.FEMandfield tests to study the dynamic response of composite pavement surrounding embedded tram tracks to moving loading: implications to fatigue cracking [J]. Construction and Building Materials, 2024, 421, 135778.

[78]WangShuchen, Fu Longlong, Qiu Yongjia, Xi Haonan,Zhou Shunhua.Macro-microscopic dynamic characteristics of the ballast bed induced by the variation of moisture content [J]. Particuology, 2024, 90, 118-127.

[79]XiHaonan, Fu Longlong, Wang Shuchen, Qiu Yongjia,Zhou Shunhua, Wang Binglong. Characterizing the regional variation of ballast particles' movement during the increase of local void in ballast bed [J]. Transportation Geotechnics, 2024, 45, 101197.

[80]Ma Wenjie, Wang Xu, Wang Binglong, Leong Eng-Choon,Zhou Shunhua, Wang Bolin, WangChangdan. Torsional vibration of a pipe pile in unsaturated cross-anisotropic soil based on the fractional viscoelastic model[J]. Ocean Engineering, 2024, 313: 119483.

[81]HuBotao, Shan Yao, Zhao Yu, Wang Binglong,Zhou Shunhua, Alberti Giovanni, Ma Wenjie, Detmann Bettina. Experimental study on tunneling-induced soil arching evolution in pile-raft foundations[J]. Transportation Geotechnics, 2024, 48: 101340.

[82]Tian Zhiyao, Xu Pingbao, Gong Quanmei, Zhao Yu,Zhou Shunhua. Health-degree model for stagger-joint-assembled shield tunnel linings based on diametral deformation in soft-soil areas [J]. Journal of Performance of Constructed Facilities, 2023, 37(3): 04023019.

[83]Ma Wenjie, Shan Yao, Xiang Ke, Wang Binglong,Zhou Shunhua. Vertical dynamic impedance ofend-bearing pile groups embedded in homogeneous unsaturated soils [J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2022, 46(6): 1154-1176.

[84]Shan Yao, Xiao Weixiong, Xiang Ke, Wang Binglong,Zhou Shunhua.Semi-automatic construction of pile-supported subgrade adjacent to existing railway [J]. Automation in Construction, 2022, 134: 104085.

[85]MaWenjie, Shan Yao, Xiang Ke, Wang Binglong,Zhou Shunhua. Torsional dynamic response of a pipe pile in homogeneous unsaturated soils [J]. Computers and Geotechnics, 2022, 143: 104607.

[86]Fu Longlong, Tian Zhekan, Zheng Yuexiao, Ye Weitao,Zhou Shunhua. The variation of load diffusionandballast bed deformation with loading condition: an experiment study [J]. International Journal of Rail Transportation, 2022, 10(2): 257-273.

[87]TianZhiyao, Gong Quanmei, Di Honggui, Zhao Yu,Zhou Shunhua.What causes the excessive metro tunnel settlement in soft deposits: learned from a detailed case with factor decomposition [J]. Bulletin of Engineering Geology and the Environment, 2022, 8(6): 224.

[88]Shan Yao, Ma Wenjie, Xiang Ke, Wang Binglong,Zhou Shunhua, Guo Huiji. Vertical dynamicresponseof a floating pile in unsaturated poroelastic media based on the fictitious unsaturated soil pile model [J]. Applied Mathematical Modelling, 2022, 109: 209-228.

[89]Zhang Xiaohui, Jin Hao, Yu Shuo, Bi Xiangli,Zhou Shunhua. Analysis of bending deflection oftunnelsegment under load- and corrosion-induced cracks by improved XFEM [J]. Engineering Failure Analysis, 2022, 140: 106576.

[90]FuLonglong, Zheng Yuexiao, Tian Zhekan, Huang Shihao,Zhou Shunhua. Importance of examining particle movements in modelling ballast bed via discrete element method [J]. International Journal of Rail Transportation, 2022, 10(5): 547-561.

[91]Zhang Xiaohui, Yu Shuo, Jin Hao, Bi Xiangli,Zhou Shunhua. Experimental investigation of corrosioneffecton bending deflection of shield tunnel segment containing transverse cracks [J].Structural Concrete, 2022.

[92]Zhao Yu, Gong Quanmei, Wu Yaojie, Tian Zhiyao,Zhou Shunhua, Fu Longlong. Progressive failure mechanism in granular materials subjected to an alternant active and passive trapdoor [J]. Transportation Geotechnics, 2021, 28: 100529.

[93]Shan Yao, Zhou Xiangliang, Cheng Guohui, Jiang Zhangqi,Zhou Shunhua. In-situ test on impact loads of a five-module 100% low-floor tram and the prediction of damage characteristics of a pile-plank-supported tram track [J]. Construction and Building Materials, 2021, 277: 122320.

[94]LiYitao, Di Honggui, Yao Qiyu, Fu Longlong,Zhou Shunhua. Prediction Model for disc cutter wear of tunnel boring machines in sandy cobble strata [J]. KSCE Journal of Civil Engineering, 2020, 24(3): 1010-1019.

[95]Dai Ning, Shan Yao, Fu Longlong, Ye Weitao, Guo Peijun,Zhou Shunhua, Rackwitz Frank, Stolle Dieter. Vibro-fluidization of sand under coupled static loading and high-frequency cyclic loading [J].Canadian Geotechnical Journal, 2022, 59(1): 101-110.

[96]Ye Weitao, Fu Longlong, Shan Yao, Dai Ning, Guo Peijun,Zhou Shunhua, Rackwitz Frank. Experimental study on dynamic characteristics of granular materials under axial high-frequency vibration [J]. Acta Geotechnica, 2022, 17(8): 3211-3227.

[97]Li Hui, He Chao, Gong Quanmei, Li Xiaoxin, Zhang Xiaohui, Di Honggui,Zhou, Shunhua.Three-dimensional fundamental solution for dynamic responses of a layered transversely isotropic saturated half-spaceusing coupled thin-layer and complex frequency shifted perfectly matched layer method [J]. Engineering Analysis with Boundary Elements, 2024, 116, 105856.

[98]Wang Shuchen, Fu Longlong, Zheng Han, Tian Sen, Xi Haonan, Qiu Yongjia, Liu Zhenggen, Pan Zhenhua, Wang Dong,Zhou, Shunhua. The influence of ballast bed thickness on the lateral resistance with the consideration of sleeper suspension defects [J]. International Journal of Rail Transportation, 2025, 1-30

[99]WuYaojie,Zhao Yu, Gong Quanmei, Zornberg Jorge G,Zhou Shunhua,Wang Binglong. Alternant active and passive trapdoor problem: from experimental investigation to mathematical modeling [J].Acta Geotechnica, 2021, 17(7): 2971-2994.

[100]He Ping, Di Honggui, He Chao, Zhang Xiaohui, Liu Chenhua,Zhou, Shunhua.Spatio-temporal graph convolutional networks with multi-source fusion for predicting excavation deformation [J]. Advanced Engineering Informatics, 2025, 68: 103722.