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个人简介

教育经历 2007.9-2007.10 法国INSA Lyon特邀教授 2000.7-2001.11 美国 University of Arizona 博士后访问学者 1994.10-1996.11 同济大学 博士后 博士学位(1992.3-1994.10)中国矿业大学建筑工程系 硕士学位(1989.9-1991.12)中国矿业大学建筑工程系 本科(1985.9-1989.7)中国矿业大学建筑工程系 工作经历 2004.7-现在 同济大学 教授,博导 2001.11-2004.6 同济大学 副教授 2000.7-2001.11 美国 University of Arizona 从事博士后研究工作 1996.12-2000.6 同济大学副教授 科研奖励 深部隧(巷)道复杂地层与TBM相互作用及安全控制关键技术,国家科技进步二等奖(2020-J-221-2-05-R06),2021 深部复杂地层TBM安全高效掘进控制关键技术及应用,湖北省科技进步特等奖(2019J-244-特-002-002-R05),2019 盾构法隧道结构性能试验关键技术及装备,上海市科技发明二等奖(20183019-2-R02),2019 南宁强透水复杂地层地铁深大基坑设计施工关键技术创新与应用,广西壮族自治区科技进步一等奖(2019-J-1-005-R02),2019 软土深埋盾构隧道近距离穿越微沉降控制技术与应用,上海市科技进步一等奖(20194035-1-R01),2019 复杂地质环境下隧道工程灾变理论与防控关键技术,河南省科技进步一等奖(2014-J-002-R03/15),2014 复合地层15m级大直径盾构隧道建造核心技术及应用,广东省科技进步二等奖(2020-1018),2020 教学奖励 《地下建筑结构》课程体系创新与实践获得同济大学教学成果一等奖(证书编号:15026) 2016年度同济大学土木工程学院教育教学院长奖

研究领域

城市地铁隧道(TBM)、城市深层地下空间科学与工程、非连续岩体力学(块体理论,离散元、DDA等)

近期论文

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Zhang Z, Wei Liu, Xin Huang,*, Shuaifeng Wang. 2021. Exploring the three-dimensional response of water storage and sewage tunnel based on 3D finite element modelling. Tunnelling and Underground Space Technology, doi.org/10.1016/j.tust.2021.104269. Tong Y , Zhang Z , Huang X*, et al,2021. On the morphology and pressure-filtration characteristics of filter cake formation: Insight from coupled CFD–DEM simulations. Tunnelling and Underground Space Technology, 111 Wang, S., Zhang Z*, Huang, X., & Lei, Q. 2021. Generalized block theory for the stability analysis of blocky rock mass systems under seismic loads. Rock Mechanics and Rock Engineering, 1-23. Chenxi Zhao, Zhang Z, Qinghua Lei*. 2021. Role of hydro-mechanical coupling in excavation-induced damage propagation, fracture deformation and microseismicity evolution in naturally fractured rocks. Engineering Geology, 289. C. Liu , J., Cui., Zhang Z*, et al. 2021. The role of tbm asymmetric tail-grouting on surface settlement in coarse-grained soils of urban area: field tests and FEA modelling. Tunnelling and Underground Space Technology, 111. Mingze Xu, Zhang Z, Xin Huang∗, Kevin J. Hanley.2020. Non-uniqueness of critical solid fraction considering boundary conditions and strain-rate effects. Particuology, 54 (2021) 37-49. Wang, S., Zhang Z, Huang, X., Huang, Y., & Lei, Q. 2021). A generalized joint pyramid method for removability analysis of rock blocks: theoretical formulation and numerical implementation. Computers and Geotechnics,132, 103972. Shahrour, I., Bian, H., Xie, X., & Zhang, Z. 2020. Smart technology applications for the optimal management of underground facilities. Underground Space. https://doi.org/10.1016/j.undsp.2020.12.002. Liu, C., Li, J., Zhang, Z., Li, P., & Yang, Y. 2020. Model tests on tail-grouting process during URUP shield tunneling in soft soil. Tunnelling and Underground Space Technology,103, 103451. X. Huang, W. Liu, Zhang Z*, et al. 2020. Structural behavior of segmental tunnel linings for a large stormwater storage tunnel: insight from full-scale loading tests. Tunnelling and Underground Space Technology, 99. Ngoc Anh Do, Daniel Dias*, Zhang Z, et al. 2020. Study on the behavior of squared and sub-rectangular tunnels using the hyperstatic reaction method. Transportation Geotechnics, 22 Huang X, Lei Q, Zhang Z, Qin H*. 2019. A tensor-based analysis of stress variability in granular media subjected to various loading conditions. Powder Technology 356: 581-593. Zhu Y, Zhang Z, Huang X*, Zhu Y, Wang S. 2019. Exploring the progressive failure characteristics of a large special-shaped shield tunnel lining based on ‘standing’ prototype loading tests. Tunnelling and Underground Space Technology 93: 103107. Zhang Z*, Wang S, Huang X, Rostami J. 2019. Application of block theory for evaluating face stability under disc cutters loading of TBM, case study of a water-conveyance tunnel project. Tunnelling and Underground Space Technology 90: 249-263. Huang X*, Hanley K, Zhang Z, Kowk C. 2019. Structural degradation of sands during cyclic liquefaction: Insight from DEM simulations. Computers and Geotechnics 114:103-139. Huang X, Liu W, Zhang Z*, Wang Q, Wang S, Zhuang Q, Zhu Y, Zhang C. 2019. Exploring the three-dimensional response of a water storage and sewage tunnel based on full-scale loading tests. Tunnelling and Underground Space Technology 88:156-168. Zhang Z, Yin T, Huang X*, Zhang F, Zhu Y, Liu W. 2019. Identification and Visualization of the Full-Ring Deformation Characteristics of a Large Stormwater Sewage and Storage Tunnel Using Terrestrial Laser Scanning Technology. Energies 12(7): 1304. Huang X*, Hanley K, Zhang Z, Kowk C, Xu M. 2019. Jamming analysis on the behaviours of liquefied sand and virgin sand subject to monotonic undrained shearing. Computers and Geotechnics 111: 112-125. Zhang Z, Zhu Y, Huang X*, Zhu Y, Liu W. 2019. ‘Standing’ full-scale loading tests on the mechanical behavior of a special shape shield lining under shallowly-buried conditions. Tunnelling and Underground Space Technology 86: 34-50. Zhang Z, Liu W, Zhuang Q, Huang X*, Wang S, Zhang C, Zhu Y, Kwok C. 2019. A novel testing setup for determining the flexural properties of tunnel segmental joints: Development and application. Archives of Civil and Mechanical Engineering 19: 1-15. Zhang Z, Yin T, Huang X*, Dias D. 2019. Slurry filtration process and filter cake formation during shield tunnelling: Insight from coupled CFD-DEM simulations of slurry filtration column test. Tunnelling and Underground Space Technology 87: 64-77. Huang X*, Kwok C, Hanley K, Zhang Z. 2018. DEM analysis of the onset of flow deformation of sands: linking monotonic and cyclic undrained behaviours. Acta Geotechnica 13(5): 1061-1074. Zhang Z, Wang S, Huang X*. 2018. Analysis on the evolution of rock block behavior during TBM tunneling considering the TBM-block interaction. Rock Mechanics and Rock Engineering 51(7):2317-2319. Huang X, Zhang F, Zhang Z*, Wu H. 2018. Visualization analysis of tunnel face stability during shield tunnelling in soft grounds. Environmental Earth Sciences 77(4): 132. Huang X, Zhu Y, Zhang Z*, Zhu Y, Wang S, Zhuang Q. 2018. Mechanical behaviour of segmental lining of a sub-rectangular shield tunnel under self-weight. Tunnelling and Underground Space Technology 74:131-144. Liu C, Zhang Z*, Kwok C, Jiang Q, Teng L. 2017. Ground Responses to Tunneling in Soft Soil Using the URUP Method. Journal of Geotechnical and Geoenvironmental Engineering 143(7): 04017023. Zhang Z, Wu J, Huang X*. 2017. Application of vertex chain operation algorithm on topological analysis of three-dimensional fractured rock masses. Frontiers of Structural and Civil Engineering 11(2): 187-208. Zhang Z*, Liu C, Huang X 2017. Numerical analysis of volume loss caused by tunnel face instability in soft soils. Environmental Earth Sciences 76: 563. Zhu Y, Zhang Z*, Zhu Y, Huang X, Zhuang Q. 2017. Capturing the cracking characteristics of concrete lining during prototype tests of a special-shaped tunnel using 3D DIC photogrammetry. European Journal of Environmental and Civil Engineering 22(s1): 179-199. Zhang Z*, Wang S, Huang X, Kwok C. 2017. TBM-block interaction during TBM tunnelling in rock masses: block classification and identification. International Journal of Geomechanics 17(5): E4016001. Liu C, Zhang Z*, Huang X, Kwok C, Teng L. 2016. Three-dimensional finite-element analysis on ground responses during twin-tunnel construction using the URUP method. Tunnelling and Underground Space Technology 58: 133-146. Zhang Z*, Liu C, Huang X, Kwok C, Teng L. 2016. Three-dimensional finite-element analysis on ground responses during twin-tunnel construction using the URUP method. Tunnelling and Underground Space Technology 58: 133-146. Liu C, Zhang Z*, Richard A. 2014. Pile and pile group response to tunnelling using a large diameter slurry shield - Case study in Shanghai. Computers and Geotechnics 59: 21-43. Zhang Z*, Lei Q. 2014. A Morphological Visualization Method for Removability Analysis of Blocks in Discontinuous Rock Masses. Rock Mechanics and Rock Engineering 47(4): 1237-1254. Wang G, Yang Y*, Zhang H, Zhang Z. 2013. Failure characteristics and its influencing factors of talus-derived rock mass during open-pit mining. Transactions of Nonferrous Metals Society of China 23(2): 462-471. Zhang Z*, Zhang H. 2013. A case study on the behaviour of shield tunnelling in sandy cobble ground. Environmental Earth Sciences 69: 1891-1900. Zhang Z*, Lei Q. 2012. Object-oriented modeling for three-dimensional multi-block systems. Computers and Geotechnics 48: 208-227. Zhang Z*, Xu Y, Kulatilake PHSW, Huang X. 2012. Physical model test and numerical analysis on the behavior of stratified rock masses during underground excavation. International Journal of Rock Mechanics and Mining Sciences 49: 134-147. Hu X, Zhang Z*, Kieffer S. 2012. A real-life stability model for a large shield-driven tunnel in heterogeneous soft soils. Frontiers of Structural and Civil Engineering 6(2): 176-187. Hu X, Zhang Z*, Kieffer S. 2012. A real-life stability model for a large shield-driven tunnel in heterogeneous soft soils. Frontiers of Structural and Civil Engineering 6(2): 176-187. Zhang Z*, Hu X, Kieffer S. 2011. A discrete numerical approach for modeling face stability in slurry shield tunnelling in soft soils. Computers and Geotechnics 38: 94-104. Li Y*, Emeriault F, Kastner R, Zhang Z. 2009. Stability analysis of large slurry shield-driven tunnel in soft clay. Tunnelling and Underground Space Technology 24: 472-481. Hu X, Zhang Z*, Teng L. 2009. An analytical method for internal forces in DOT shield-driven tunnel. Tunnelling and Underground Space Technology 24: 675-688. Zhang Z*, Kulatilake PHSW. 2003. A new stereo-analytical method for determination of removal blocks in a discontinuous rock mass. International Journal of Numerical and Analytical Methods in Geomechanics 27: 791-811.

学术兼职

中国岩石力学与工程学会(常务)理事,2007-至今 国际著名期刊Rock Mechanics and Rock Engineering 编委 《岩石力学与工程学报》编委 《地下空间与工程学报》编委

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