研究成果
周顺华教授通过新方法、新仪器和新发现，创建了轨道交通土工结构从施工变形稳定性控制到服役变形毫米级控制的理论与技术，建立轨道交通隧道-地基耦合动力学计算新理论，提出地下工程开挖应力非线性释放模型，建立轨道交通土工结构变形修复三场耦合方程。被业内广泛采用，并成功应用于京沪高铁、青藏铁路等重大工程。主编国家铁路行业标准2项，出版学术专著7部（含独著英文专著1部），授权国家发明专利90余件，发表SCI收录论文200余篇，总他引超13000次。
周顺华教授已累计培养博士、硕士研究生100余名，培养的学生在业内形成德才兼备的群体效应，获洪堡学者、国家级人才、全国五一劳动奖章、省级劳动模范等奖励与荣誉20余人，他本人获上海市精神文明十佳好人好事等荣誉。
代表性奖励
[1]国家技术发明二等奖,2018（排名1），地下工程穿越高速铁路的精细化控制技术及应用
[2]国家技术发明二等奖,2015（排名2）,砂卵石地层盾构隧道施工安全控制与高效掘进技术
[3]国际隧道协会“超越工程奖”，2022，软土地层城市核心区多顶管组合法修建地铁车站
[4]中国铁道学会科学技术奖特等奖，2022（排名1），高速铁路软土路基小变形控制理论与技术
[5]中国铁道学会科学技术奖一等奖，2024（排名1），软弱地层铁路盾构隧道标准化建养技术及应用
[6]上海市科技进步一等奖,2016（排名1）,地下工程穿越快速铁路的创新技术及其应用
[7]中国岩石力学与工程学会技术发明一等奖,2016（排名1）,长距离、大跨度、不限速下穿国铁既有线技术
[8]浙江省科学技术一等奖,2013（排名1）,复杂环境地段盾构掘进施工控制技术
[9]上海市教学成果一等奖，2017（排名1），服务“走出去”战略的轨道交通工程创新人才“三阶”递进式培养模式探索与实践
[10]中华全国铁路总工会火车头奖章，1998
主编的标准规范
[1]周顺华等,公路与市政工程下穿高速铁路技术规程（TB10182-2017）,中国铁道出版社, 2018（国家铁路行业标准）
[2]周顺华等,邻近铁路营业线施工安全监测技术规程（TB 10314-2021）,中国铁道出版社, 2021（国家铁路行业标准）
[3]周顺华等,市域铁路结构安全保护技术标准(DG TJ08-2397-2022J16199-2022),同济大学出版社, 2022（地方标准）
[4]周顺华等,盾构法隧道管片接缝防水检测技术导则（RISN-TG036-2019）,中国建筑工业出版社，2019（团体标准/技术导则）
代表性专著与教材
[1]周顺华，DYNAMICS OF RAIL TRANSIT TUNNEL SYSTEMS. Elsevier出版社,2019
[2]周顺华,地铁盾构法隧道下穿工程,科学出版社, 2017,北京
[3]周顺华,毛坚强,王炳龙,董新平,孙玉永等,城市轨道交通地下工程计算与分析,人民交通出版社, 2014,北京
[4]周顺华,董新平,管棚工法的计算原理及其应用,同济大学出版社, 2007,上海
[5]周顺华,开挖理论,中国铁道出版社, 1997,北京
[6]沈林冲,周顺华,张金荣,刘训华,王弘琦,杭州地铁一号线穿越钱塘江工程理论与实践,人民交通出版社, 2012
[7]徐晓红,李岩松,周顺华,顾建生,上海自然博物馆与地铁13号线共建工程的建设对策,人民交通出版社股份有限公司, 2014,北京
[8]周顺华,城市轨道交通结构设计与施工,人民交通出版社, 2011,北京（教材）
[9]周顺华,城市轨道交通设备系统,人民交通出版社, 2009,北京（教材）
[10]周顺华,城市轨道交通结构工程,同济大学出版社, 2004,上海（教材）
代表性专利
[1]周顺华，郭培军，代宁，王炳龙，陕耀，狄宏规，付龙龙，叶伟；一种实现静载与高频循环荷载耦合作用的三轴仪；专利号：ZL202210158067.2
[2]周顺华，刘建红，肖军华，车风，庞晨睿，季昌；隧道下穿铁路的安全联动控制方法及系统；专利号：ZL201510459238.5
[3]周顺华，刘建红，陈翰，宫全美，赵忠成，肖军华，季昌；一种确定下穿铁路工程刚度匹配的方法；专利号：ZL201510460192.9
[4]周顺华，宫全美，肖军华，狄宏规，叶伟涛，何超；一种用于隧道开挖前软土地基的加固系统及加固方法；专利号：ZL201710628773.8
[5]周顺华，王炳龙，杨龙才，王长丹，林佑玮，于正；一种高速铁路宽路基挤密桩结合桩网地基结构的设计方法；专利号：ZL201911304585.5
[6]周顺华，王炳龙，王长丹，王月明，刘琤玉；一种控制高速铁路路桥过渡段不均匀沉降的组合结构；专利号：ZL201911304555.4
[7]周顺华，梁文灏，王炳龙，阎海韵，肖军华;一种辅助管棚钻进的伸缩式纠偏钻头；专利号：ZL 201710308073.0
[8]周顺华，季昌，张骁，宫全美，程茜，唐黎明；局部超挖区域同步注浆动态补偿填充控制方法；专利号：ZL201610297061.8
[9]周顺华，季昌；一种盾构土仓流动渣土性状智能化测评方法及装置；专利号：ZL201710986667.7
[10]周顺华，黄大维，刘畅，肖军华；盾构隧道管片接缝防水密封结构;专利号：ZL201510052425.1
近五年期刊论文（部分，按时间排序）
[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]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.
[54]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.
[55]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.
[56]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.
[57]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.
[58]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.
[59]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.
[60]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.
[61]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.
[62]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.
[63]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.
[64]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.
[65]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.
[66]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).
[67]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.
[68]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).
[69]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.
[70]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.
[71]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.
[72]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.
[73]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.
[74]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.
[75]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.
[76]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.
[77]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.
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