张 东 明

学    历：博士                                                  性    别：男

出生日期：1987年1月                                       籍    贯：浙江杭州

民    族：汉族                                                  电子邮箱：09zhang@tongji.edu.cn

职  称：教授、博士生导师               联系地址：上海市四平路1239号同济大学岩土楼823室 

教育经历

2012.1 – 2014.1  新加坡国立大学，岩土工程专业， 联合培养博士，导师：Phoon KK院士

2011.3 – 2015.6  同济大学，隧道及地下建筑工程专业，硕博连读博士 ，导师：黄宏伟教授

2009.9 – 2011.3  同济大学，隧道及地下建筑工程专业，硕博连读硕士 (排名1/61)

工作实践经历

2021.01 - 至今         同济大学土木工程学院地下建筑与工程系，教授

2020.01 - 2020.12   同济大学土木工程学院地下建筑与工程系，副教授

2019.01 - 2019.12，同济大学土木工程学院地下建筑与工程系，副研究员

2016.03 - 2018.12，同济大学土木工程学院地下建筑与工程系，助理研究员

学术任职经历

研究方向：地下工程结构安全风险控制

本人主要围绕地下工程结构安全风险控制方向，从地下工程结构风险控制模型、地下工程结构计算模型不确定性、地下工程围岩地层不确定性等三个方面展开研究，以此形成了以下三点内容：

1. 基于感知数据的地下结构安全控制模型

      通过智慧感知技术实时获取地下结构性能响应，综合考虑结构性能易损率及后期加固恢复率，建立地下结构性能可恢复性模型，实现基于感知数据的地下结构安全风险科学控制。 

2. 基于变形性能的地下结构设计方法

通过调用土体强度方法（Mobilized Strength Design, MSD）建立结构控制位移与结构荷载的非线性映射关系，考虑多源（模型及参数）不确定性，提出基于位移性能的地下结构可靠度设计方法。 

3. 基于地层变异的地下结构模拟分析技术

通过物理相似模型试验模拟地层分布变异性，通过力学解析、数值分析方法模拟地层参数空间变异性，研究地层变异条件下地下结构力学性能响应特点，刻画均质化结构设计方法在地层变异条件下的适用范围。

1. 论文

期刊文章

1) Zhang, D. M., Phoon, K. K., Huang, H. W.* and Hu, Q. F., “Characterization of Model Uncertainty of Cantilever Deflection in Undrained Clay”, Journal of Geotechnical and Geoenvironmental Engineering, 2015, 141(1), 04014088. (SCI, IF = 1.60)

2) Zhang, D. M.*, Huang, H. W. and Hu, Q. F., “Influence of Multi-layered Soil Formation on Shield Tunnel Lining Behavior”, Tunneling and Underground Space Technology, 2015, 47: 123-135. (SCI, IF = 1.49)

3) Huang, H.W., Gong, W.P., Khoshnevisan, S., Juang, C.H.*, Zhang, D.M. and Wang, L., "Simplified procedure for finite element analysis of the longitudinal performance of shield tunnels considering spatial soil variability in longitudinal direction", Computers and Geotechnics, 2015, 64:132-145. (SCI, IF = 1.63)

4) Zhang, D.M., Phoon, K.K., Huang, H.W.*, and Hu, Q.F. "Closure to “Characterization of Model Uncertainty for Cantilever Deflections in Undrained Clay” Journal of Geotechnical and Geoenvironmental Engineering, 2016, 142: 07015037. (SCI, IF = 1.60)

5) Zhang, D. M., Huang, H. W.*, Phoon, K. K. and Hu, Q. F., “A Modified Solution of Modulus of Radial Subgrade Reaction for a Circular Tunnel in Elastic Ground”, Soils and Foundations, 2014, 54(2): 225-232 . (SCI, IF = 0.59)

6) Huang, H.W.* and Zhang, D.M., "Resilience Analysis of Shield Tunnel Lining under Extreme Surcharge: Characterization and Field Application", Tunneling and Underground Space Technology, 2016, 51: 301-312 (SCI, IF = 1.49).

7) Huang, H.W., Shao, H. and Zhang, D.M.*, "Deformational responses of operated shield tunnel to extreme surcharge: a case study" Structure and Infrastructure Engineering, DOI: 10.1080/15732479.2016.1170156 (SCI, online).

8) Huang, H.W., Zhang, D.M.* and Ayyub B.M., “An Integrated Risk Sensing System for Geo-structural Safety”, Journal of Rock Mechanics and Geotechnical Engineering, 2016, Accepted (EI).

9) Huang, H.W. and Zhang, D.M.*, “Resilience of operated tunnels under extreme surcharge: field study”, Japanese Geotechnical Society Special Publication, 2016, 42(2). 1492-1496. (EI)

10) Huang, H.W., Zhang, D.M.*, Hu, Q.F. and Zhang, J. "Model Test Study of Soil Variation Impact on Shield Tunnel Segment Structure".  Geotechnical Special Publication no. 224, 2011: 1109-1116. (EI)

11) 邵华, 黄宏伟, 张东明, 王如路, 突发堆载引起软土地铁盾构隧道大变形整治研究[J], 岩土工程学报, 2016, 38(6): 1036-1043. (EI)

12) 黄宏伟, 沈贤达, 王飞, 张东明, 张洁, 盾构隧道管片接头的易损性分析和评价, 同济大学学报(自然科学版), 2016, 44(2): 198-206. (EI)

13) 杜斐, 黄宏伟, 张东明, 张帆. 上海轨道交通网络的复杂网络特性及鲁棒性研究[J]. 武汉大学学报(工学版), 2016, 49(05):701-707.

14) 仝跃, 黄宏伟, 张东明, 陈亮, 李彦杰, 张恺锐. 2016,高放废物处置地下实验室建设期风险接受准则[J]. 中国安全科学学报, 录用.

15) Zhang, D.M., Gu, X.L., Yu, Q.Q.*, Huang, H.W., Wan, B.L. and Jiang, C., “Fully probabilistic analysis of FRP-to-concrete bonded joints considering model uncertainty”, Composite Structures, 2017, online (SCI/EI, IF=3.89)

16) Huang, H.W., Xiao, L., Zhang, D.M.* and Zhang, J., “Influence of spatial variability of soil Young's modulus on tunnel convergence in soft soils”. Engineering Geology. 2017, 228, 357-370. (通讯作者，SCI/EI, IF = 2.57)

17) Zhang, D.M., Phoon, K.-K., Hu, Q.F. and Huang, H.W*, “Nonlinear Subgrade Reaction Solution for Circular Tunnel Lining Design Based on Mobilized Strength of Undrained Clay”. Canadian Geotechnical Journal. 2017, (online) (SCI/EI, IF = 2.14)

18) Huang, H.W., Zhang, Y.J., Zhang, D.M.* and Ayyub, B.M. “Field data-based probabilistic assessment on degradation of deformational performance for shield tunnel in soft clay”. Tunn. Underg. Space Tech. 2017, 67, 107-119. (通讯作者，SCI/EI, IF = 2.19)

 19) 张东明, 张艳杰, 黄宏伟, 基于地层损失的盾构隧道土压力非线性解析方法, 中国公路学报, 2017 30 (8): 82-90. (EI)

 20) Zhang, D.M., Du. F., Huang, H.W.*, Zhang, F., Ayyub, B.M., Beer, M.“Resiliency assessment of urban rail transit networks: Shanghai metro as an example”. Safety Sci. 2018, 106, 230-243. (SCI, IF = 3.62)

 21) Huang, H.W., Li, Q.T., Zhang, D.M.* “Deep learning based image recognition for crack and leakage defects of metro shield tunnel”. Tunn. Underg. Space Tech. 2018, 77, 166-176. (通讯作者，SCI, IF = 3.94)

 22) Zhang, D.M., Zhang, D.M., Soga, K., Huang, H.W.*, Wang, F. “Rehabilitation of overdeformed metro tunnel in Shanghai by multiple repair measures”. ASCE J. Geotech. Geoenviron. 2019, 145(11), 04019101. (SCI, IF = 3.31)

 23) Zhang, D.M., Zhai, W.Z., Huang, H.W.*, Chapman, D. “Robust retrofitting design for rehabilitation of segmental tunnel linings: using the example of steel plates”. Tunn. Underg. Space Tech. 2019, 83, 231-242. (SCI, IF = 3.94)

 24) Zhang, Y.J., Ayyub, B.M., Zhang, D.M.*, Huang, H.W., Saadat, Y. “Impact of water level rise on urban infrastructures: Washington DC, and Shanghai as case studies”. Risk Analysis. 2019, 39(12), 2718-2731. (通讯作者，SCI, IF = 2.56)

 25) Zhang, D.M., Huang, H.W., Zhang, D.M.*, Li, Z.H., Zhou, Q.X., Zhang, K.R. “Centrifuge modelling of shallow and large sectional tunnel under full pipe-jacked ring”. Tunn. Underg. Space Tech. 2019, 89, 189-204. (SCI, IF = 3.94)

 26) Zhang, D.M., Liu, Z.S., Wang, R.L., Zhang, D.M.* “Influence of grouting on rehabilitation of an over-deformed operating shield tunnel lining in soft clay”. Acta Geotechnica. 2019, 14(4), 1227-1247. (通讯作者，SCI, IF = 3.25)

 27）Wang, F.Y., Zhou, M.L.*, Zhang, D.M., Huang, H.W. and Chapman, D., Random evolution of multiple cracks and associated mechanical behaviors of segmental tunnel linings using a multiscale modeling method, Tunnelling and Underground Space Technology incorporating Trenchless Technology Research, 2019, 90: 220-230. (SCI, IF=4.45)

 28）Yu, Q.Q., Gu, X.L., Zhao, X.L., Zhang, D.M. *, Huang, H.W. and Jiang, C., “Characterization of model uncertainty of adhesively bonded CFRP-to-steel joints”, Composite Structures, 2019, 215 : 150-165. (通讯作者，SCI, IF=5.407)

 29）Huang, H.W., Xie, X., Zhang, D.M.*, Liu, Z.Q. and Lacasse, S., “Multi-sensor data fusion based assessment on shield tunnel safety”, Smart structures and systems, 2019,24(6):693-707. (通讯作者，SCI, IF=3.342)

 30）Zhao, S., Zhang, D.M.* and Huang, H.W., “Multi-sensor data fusion based assessment on shield tunnel safety”, Smart structures and systems,2019,24(6):693-707. (通讯作者，SCI, IF=5.915）

 31）Saadat, Y.*, Ayyub, B.M., Zhang, Y.J., Zhang, D.M. and Huang, H.W., “Resilience-Based Strategies for Topology Enhancement and Recovery of Metrorail Transit Networks”, ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 2020, 6(2) (SCI, IF=1.926）

 32）Wang, F.Y., Zhou, M.L.*, Zhang, D.M., Huang, H.W. and Chapman, D., “Random evolution of multiple cracks and associated mechanical behaviors of segmental tunnel linings using a multiscale modeling method”, Tunnelling and Underground Space Technology incorporating Trenchless Technology Research, 2019, 90 : 220-230. (EI）

 33）Saadat, Y.*, Ayyub, B.M., Zhang, Y.J., Zhang, D.M. and Huang, H.W., “Resilience of Metrorail Networks: Quantification With Washington, DC as a Case Study”, ASCE-ASME J Risk and Uncert in Engrg Sys Part B Mech Engrg, 2019, 5(4) (EI）

 34）Zhang, D.M., Zhang, J.Z., Huang, H.W.*, Qi, C.C. and Chang, C.Y., “Machine learning-based prediction of soil compression modulus with application of 1D settlement”, Journal of Zhejiang University-SCIENCE A: Applied Physics & Engineering, 2020, 21(5) : 430-444. (SCI, IF=2.263）

 35）Zhang, Y.J., Ayyub, B.M., Saadat, Y., Zhang, D.M.* and Huang, H.W., “A double-weighted vulnerability assessment model for metrorail transit networks and its application in Shanghai metro”, International Journal of Critical Infrastructure Protection, 2020, 29 (通讯作者，SCI, IF=2.865）

 36）Ching, J.Y.*, Phoon, K.K., Khan, Z.L., Zhang, D.M. and Huang, H.W., “Role of municipal database in constructing site-specific multivariate probability distribution”, Computers and Geotechnics, 2020, 124 (SCI, IF=4.956）

 37）Zhang, D.M.*, Zhou, Y.L., Phoon, K.K. and Huang, H.W., “Multivariate probability distribution of Shanghai clay properties”, Engineering Geology,2020,273. (通讯作者，SCI, IF=6.755）

 38）Wang, F., Shi, J.K., Huang, H.W.*, Zhang, D.M. and Liu, D.J., “A horizontal convergence monitoring method based on wireless tilt sensors for shield tunnels with straight joints”, Structure and Infrastructure Engineering, 2021, 17(9) : 1194-1209. (SCI, IF=3.087）

 39）Huang, HW., Zhao, S., Zhang, D.M.* and Chen, J.Y., “Deep learning-based instance segmentation of cracks from shield tunnel lining images”, Structure and Infrastructure Engineering, 2020. (通讯作者，EI）

 40）Wang, F., Shi, J.K., Huang, H.W.* and Zhang, D.M., “Modified analytical solution of shield tunnel lining considering nonlinear bending stiffness of longitudinal joint”, Tunnelling and Underground Space Technology, 2020, 106 : 103625-. (EI）

 41）Zhai, W.Z., Chapman, D., Zhang, D.M.* and Huang, H.W., “Experimental study on the effectiveness of strengthening over-deformed segmental tunnel lining by steel plates”, Tunnelling and Underground Space Technology incorporating Trenchless Technology Research, 2020, 104 (通讯作者，EI）

会议文章

1) 张东明, 黄宏伟, 王飞, 吴俨, 盾构隧道结构安全智慧感知技术研究, 中国土木工程学会2016年学术年会, 2016年9月, 北京.

2) Zhang, D.M., Huang, H.W., Hu, Q.F. and Zhang, Y.J., How smart sensoring improves tunnel resilience: from theoretical model to future application, Proceedings of the International Conference on Smart Infrastructure and Construction, Cambridge, June 28-30, 2016, ICE Publishing.

3) Hu, Q.F., Zhang, D.M.*, Huang, H.W. and Phoon, K.K., Fully Probabilistic-based Design of Cantilever Wall in Spatially Varied Clay, Proceedings of 6th Asian-Pacific Symposium on Structural Reliability and its Applications, Shanghai, May 28-30 2016, Tongji Press.

4) Zhang, Y.J., Zhang, D.M. and Huang, H.W.*, Study on the Resilience Conceptualization in Tunnel System, Proceedings of 6th Asian-Pacific Symposium on Structural Reliability and its Applications, Shanghai, May 28-30 2016, Tongji Press.

5) Huang, H.W. and Zhang, D.M. "Quantitative Geotechnical Risk Management for Tunneling Projects in China ", 5th International Symposium on Geotechnical Safety and Risk (ISGSR) 2015, Keynote Lecture, Rotterdam, The Netherlands, Oct 13-16, 2015.

6) Zhang, D. M., Huang, H. W., Hu, Q. F. and Phoon, K. K., “Effects of soil-lining interactions on radial subgrade modulus for tunnel design”, 26th KKHTCNN Symposium on Civil Engineering, Singapore, 2013. (会议最优论文，Best Paper Award)

7) Zhang, D.M. and Huang, H.W., "Field study on tunnel lining resilience under extreme surcharge", World Tunnel Congress 2015, May 22-28, 2015, Dubrovnik, Croatia

8) Zhang, D.M., Huang, H.W., Phoon, K.K. and Zhang, J., “Model Uncertainty for Cantilever Deflection in Undrained Clay”. 27th KKHTCNN Symposium on Civil Engineering, Shanghai, China, 2014.

9) Shen, X.D., Huang, H.W., Zhang, D.M. and Zhang, J., Vulnerability Assessment of Shield Tunnel under Surcharge in Soft Soils, 27th KKHTCNN Symposium on Civil Engineering, Shanghai, China, 2014.

10) Zhang, D.M., Huang, H.W., Phoon, K.K. and Hu, Q.F., “Characterization of Model factor of MSD Method for Cantilever Deflection in Undained Clay”, International Symposium on Reliability Engineering and Risk Management 2014, Taipei.

11) Zhang, D. M., Hu, Q. F., Huang, H. W. and Zhang, J., “Reliability Analysis of Shield Tunnel in Twolayered Ground”, 5th Asian-Pacific Symposium on Structural Reliability and its Applications Sustainable Civil Infrastructures - Hazards, Risk, Uncertainty, Singapore, 2012.

12) Huang, H.W., Zhang, D.M., Wang, F., He, B. and Wu, Y. "Wireless Sensor Network for Deformation of ShieldTunnel, 8th Sino-Japan Shield Tunnel Symposium., Tunnel Construction, 2015.

13) 丁文强, 张东明, 黄宏伟, 李武. "新型桶式驳岸基础结构施工及运营期数值模拟分析研究". 中国土木工程学会第十二届全国土力学及岩土工程学术大会: 水利学报, 2015, 46(z1): 32-37.

14) 张东明, 黄宏伟, 薛亚东, 白天明. "某跨海通道规划工程技术风险评估". 中国土木工程学会第十四届年会暨隧道及地下工程分会第十六届年会：现代隧道技术（增刊）, 2010年11月, 长沙: 607-610.

15) 翟五洲，张东明，黄宏伟，张洁. 2016, “盾构隧道‘芳纶布-钢板’综合加固效果研究”. 2016中国隧道与地下工程大会暨中国土木工程学会隧道及地下工程分会第十九届年会：现代隧道技术（增刊2），2016年10月，成都373-378.

16) Huang, H.W. and Zhang, D.M., “Smart sensing on deformational performance of shield tunnel lining for 20km Shanghai metro line 2”. Proc. 19th ICSMGE, 2017, Korea, Seoul, 2017.

17) Du. F., Huang, H. W., Zhang, D. M.*, Zhang, F.. “Resilience Analysis of Metro Networks: A Case Study of Shanghai Metro Network”, 6th International Symposium on Geotechnical Safety and Risk (ISGSR), Denver, Colorado, June 4-6, 2017. (通讯作者, EI)

18) Zhang, Y.J. Zhang, D.M.* and Huang, H.W. Probabilistic Assessment and Prediction of Shield Tunnel Performance, 6th International Symposium on Geotechnical Safety and Risk (ISGSR), Denver, Colorado, June 4-6, 2017. (通讯作者, EI)

19) Xie X., Li Z.H., Zhang D.M. and Huang H.W., Numerical Analysis of Large-sectional Pipe Arch Aided Tunneling from Ground Movement Perspective, Proc. 9th Int. Symp.  Geotech. Aspects of Underground Construction in Soft Ground (IS-Sao Paulo 2017), Brazil, 2017/04.

20) Du F., Zhang D.M., Wu Y. and Huang H.W., WSN-based health monitoring of highway tunnel lining in seasonal cold region, Proc. 2017 World Congress on Advances in Structural Engineering and Mechanics, Korea, Aug 28 - Sep 1, 2017. 

21) Huang H.W., Du F. and Zhang D.M., Experimental study of temperature effect on WSN tilt node for tunnel structure monitoring, Proc. 8th Int. Conf. Structural Health Monitoring of Intelligent Infrastructure, Brisbane, Australia, 5-8 Dec, 2017.

2. 授权发明专利

1) 多级、主控加载小量程隧道卧式平面模型试验装置系统, 专利号: ZL200910197932.9, 授权时间: 2011年9月14日. (排名第三，导师第一).

2) 一种地层抗力作用特性模拟试验部件, 专利号: ZL201110301434.2, 授权时间: 2015年2月18日. (排名第三，导师第一).

3) 一种盾构隧道纵向结构模型试验装置, 专利号: ZL201110301432.2, 授权时间: 2015年4月15日.(排名第五).

4) 一种盾构隧道拼装式管片结构模型及设计制作方法, 专利号: ZL201810804174.1, 授权时间: 2018年10月. (排名第一).

5) 一种固定式无线侧斜监测预警系统, 专利号: ZL201810728075.X, 授权时间: 2018年10月. (排名第二).

6) 一种无线传感网络倾角支点温度补偿方法,专利号: ZL201811125487.0, 授权时间: 2018年11月. (排名第二).

7) 一种无线传感网络倾角支点温度补偿方法， 专利号：CN201811125487.0，授权时间：2019年12月31日.（排名第三）.

奖励及荣誉

1. 学术奖励

2021年: 入选2021年“上海科技青年35人引领计划”

2015年: 全国大学生数学统计建模大赛研究生组全国三等奖

2014年: 获同济大学优秀博士生奖学金

2013年: 获亚洲土木工程六校联盟杰出青年学者奖（同济大学入盟后首次获奖者）

2. 科研类奖

重大科研项目

1.   作为项目负责人，主持1项国家自然科学基金优秀青年基金项目（52022070）

2.   作为项目负责人，主持1项国家自然科学基金青年基金项目（51608380）

3.   作为主要研究人员，参加4项国家自然科学基金项目研究: 重点项目1项(51538009)、面上项目2项(51278381、50879058)、青年项目1项(41102172); 1项国家科技部“973”项目子课题(2011CB013800); 1项“十二五”国家科技支撑计划重点项目子课题(2012BAJ01B02)；

4.   作为主要研究人员，参加渤海湾跨海通道战略风险研究、港珠澳大桥拱北隧道风险研究、拱北隧道超大断面施工变形控制、深中通道工程风险评估研究、武汉长江公路隧道运营灾害评估与风险预警研究、妈湾跨海通道施工安全风险评估研究等省部级重大横向科研课题十余项