同济大学土木工程学院地下建筑与工程系-合乐hl8新版

1. 2007.9-2007.10 法国insa lyon特邀教授

2. 2000.7-2001.11 美国 university of arizona 博士后访问学者

3. 1994.10-1996.11 同济大学 博士后

4. 博士学位（1992.3-1994.10）中国矿业大学建筑工程系

5. 硕士学位（1989.9-1991.12）中国矿业大学建筑工程系

6. 本科（1985.9-1989.7）中国矿业大学建筑工程系

1. 2004.7-现在 同济大学 教授，博导

2. 2001.11-2004.6 同济大学 副教授

3. 2000.7-2001.11 美国 university of arizona 从事博士后研究工作

4. 1996.12-2000.6 同济大学副教授

1. key investigator: “key running technology on urban typical infrastructures”. national key development program (no. 2017yfc0806004), 2017.09-2020.12, rmb 300,000.

1. 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.

2. 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

3. 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.

4. 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.

5. 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.

6. 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.

7. 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.

8. 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.

9. 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.

10. 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.

11. 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

12. 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.

13. 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.

14. 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.

15. 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.

16. 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.

17. 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.

18. 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.

19. 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.

20. 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.

21. 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.

22. 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.

23. 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.

24. 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.

25. 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.

26. 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.

27. 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.

28. 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.

29. 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.

30. 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.

31. 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.

32. 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.

33. 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.

34. 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.

35. 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.

36. zhang z*, zhang h. 2013. a case study on the behaviour of shield tunnelling in sandy cobble ground. environmental earth sciences 69: 1891-1900.

37. zhang z*, lei q. 2012. object-oriented modeling for three-dimensional multi-block systems. computers and geotechnics 48: 208-227.

38. 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.

39. 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.

40. 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.

41. 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.

42. 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.

43. 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.

44. 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.

1. 张子新，殷彤，李佳宇，张帆. 一种基于bim的大直径盾构隧道掌子面管理系统，发明专利，专利号：zl201710025802.1.

2. 张子新，李佳宇，王帅峰，黄昕.一种多功能微型隧道掘进模型试验系统，发明专利，专利号：zl201710030452.8.

3. 张子新，朱叶艇，黄昕.一种模拟隧道结构与土体之间相互作用的橡胶支座，实用新型，专利号：zl201621083967.1.

4. 张子新，李佳宇. 一种马蹄形盾构隧道的结构，发明专利，专利号：zl201410452422.2.

5. 张子新，朱叶艇. 一种站立式三环原型异形盾构管片力学加载装置，发明专利，专利号：zl201410606141.8.

6. 张子新，石振明，黄昕，雷庆华. 一种隧道及地下工程多功能模型试验系统，发明专利，专利号：zl201010159472.3.

7. 张子新，黄昕，胡欣雨. 一种泥水平衡式环形盾构机，发明专利，专利号：zl200910200068.3.

8. 张子新，潘春辉. 土工离心机模型试验中实现地下连续墙沟槽开挖测量系统及施工方法，发明专利，专利号：zl201210332830.5.

9. 张子新，李佳宇，朱叶艇. 一种泥水平衡式马蹄形盾构机，发明专利，专利号：zl201410320260.7.

10. 张子新，刘超. 超大直径盾构隧道近距离穿越城市高架桩基的施工方法，发明专利，专利号：zl201110155188.3.

11. 张子新，李佳宇，张帆. 采用mjs法和冻结法联合的联络通道建设的施工方法，发明专利，专利号：zl201510028096.7.

12. 朱雁飞; 朱思闻; 张子新，等. 一种隧道管片整环结构试验中精确计算试验加载力的方法，发明专利，专利号：cn110286037b.

13. 何峰; 黄昕; 张子新，等. 一种邻近高铁桥梁的隔离桩基及堆载施工模型试验系统，发明专利，专利号：cn112538872b.

14. 王祺; 张子新，沈庞勇;等. 盾构隧道管片接缝力学性能多功能试验装置，发明专利，专利号：cn108195664b.

15. 朱雁飞; 张子新，等. 站立式原型结构试验盾构管片的拼装方法，发明专利，专利号：cn109356612b.

     

    
    

1. 李佳宇，张子新 编著. flac3d 快速入门及简单实例，中国建筑工业出版社，2016.11，pp. 1-230

2. 杨宇友，张子新 著. 盾构隧道施工灾变机理与工程实践，中国建筑工业出版社，2014.11，pp. 1-335

3. 华安增，张子新 著. 层状非连续岩体稳定学，中国矿业大学出版社，1998.10，pp. 1-152

1. 本科生课程：《underground structures》(地下建筑结构)，全英文教学上海市示范课程

2. 研究生课程：《隧道力学与工程》，硕士生核心课程：《高等岩石力学》，博士生核心课程

1. zixin zhang，xin huang. editors in chief. underground structures，china architecture & building press，oct., 2021，pp. 1-239

2. 朱合华，张子新 主编. 地下建筑结构，中国建筑工业出版社，2016.6，pp. 1-443

1. 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

2. 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

3. 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

4. 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

5. 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

6. 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

7. 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

1. 《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）

2. 2016年度同济大学土木工程学院教育教学院长奖

1. invited talk: the first international conference on exploration and utilization of underground space, wuhan, china, 17 nov. 2019.

2. invited talk: the 9th international china-russia symposium on deep rock mechanics, xuzhou, china, sep.7, 2019.

3. invited talk: the first international symposium on smart underground space, shanghai, china, 23 nov. 2018.

4. invited talk: the 13th international conference on analysis of discontinuous deformation, tianjin, china, 7 dec. 2017.

5. invited talk: the 3rd international conference on tunnel boring machines in difficult grounds, wuhan, china, 21 nov. 2017.

6. invited talk: china-japan joint symposium on bridge and tunnel engineering, tokyo, japan, 20 oct. 2016.

每年招收博士生1名，硕士生3名；博士后若干名，欢迎垂询报考！

截止目前已毕业博士后、博士和硕士100多人，分布在中国、欧洲、美国等世界各地的高等院校及知名企业。