1980.9-1984.7 东北工学院采矿系采矿专业学习； 1984.9-1987.1 东北工学院攻读矿山工程力学硕士学位； 1987.3-1991.4 东北工学院攻读矿山建设工程博士学位

1991-至今东北大学讲师、副教授（1994）、教授（2000）、博导（2002）。 1998年至1999年，作为国家公派高级访问学者赴俄罗斯圣彼得堡建筑大学留学一年，2011年作为高级研究学者到国立莫斯科建筑大学访学三个月，与俄罗斯国立圣彼得堡交通大学、莫斯科国立建筑大学有长期科研合作。曾先后到美国、澳大利亚、日本、韩国、瑞士、捷克等国家进行学术交流

代表性的科研项目： [1] 地下管幕结构组合板作用机理及横纵向刚度的匹配机制研究，项目编号：51878127，国家自然科学基金面上项目，2019.1-2022.12，项目负责人。 [2] 超浅埋地铁暗挖车站新管幕结构力学特性及变形机制研究，项目编号：51578116，国家自然科学基金面上项目，2016.1-2019.12，项目负责人。 [3] 基于物联网的地铁施工安全实时监测技术研究，项目编号：2012BAK24B0104，国家科技部十二五科技支撑计划项目，2012.8-2014.7，子课题负责人。ᠦ୔

代表性论文 [1] Wen Zhao, Peng-jiao Jia, Lin Zhu, et al. (2019) Analysis of the additional stress and ground settlement induced by the construction of double-line shield tunnels in sandy soils. Applied Sciences, 9(7):1399. (SCI收录/Q2) [2] Wen Zhao, Jian-yong Han, Yang Chen, et al. (2018) A numerical study on the influence of anchorage failure for a deep excavation retained by anchored pile walls. Advances in Mechanical Engineering, 10(2): 1-17. （SCI收录/Q4） [3] Wen Zhao, Chen Chen, Shengang Li, et al. (2015) Researches on the Influence on Neighboring Buildings by Concave and Convex Location Effect of Excavations in Soft Soil Area. Journal of Intelligent & Robotic Systems, 79(3): 350-369. (SCI收录/Q3) [4] Yang Chen, Wen Zhao*, Jianyong Han, et al. (2019) A CEL study of bearing capacity and failure mechanism of strip footings on c-φ soils. Computers and Geotechnics, 111(7): 126-136. (SCI收录/Q1) [5] Xinbo Ji, Wen Zhao*, Pengpeng Ni, et al. (2019) A method to estimate the jacking force for pipe jacking in sandy soils. Tunnelling and Underground Space Technology, 90(8), 119-130. (SCI收录/Q1) [6] Cheng Cheng, Wen Zhao*, Ding-yang Qi, et al. (2019) A case study on the stability of the shield excavation face in full-section coarse sand. Sustainable Cities and Society, 47(5): 101486. (SCI收录/Q1) [7] Yang Chen, Wen Zhao*, Yong Huang, et al. (2019) Investigation of land subsidence based on column element settlement model in soft-soil area. Geofluids, 9(4): 126-136. (SCI收录/Q2) [8] Pengjiao Jia, Wen Zhao*, Xi Du, et al. (2019) Study on ground settlement and structural deformation for large span subway station using a new pre-supporting system. R. Soc. open sci. 6(2): 181035.（SCI收录/Q2） [9] Pengjiao Jia, Wen Zhao*, Baofeng Jiang, et al. (2019) Calculating jacking forces for circular pipes with welding flange slabs from a combined theoretical and case study. KSCE journal of civil engineering, 23(4): 1586-1599.（SCI收录/Q3） [10] Pengjiao Jia, Wen Zhao*, Yongping Guan, et al. (2019) Experimental Study on the Flexural Behavior of Steel Tube Slab Composite Beams and Key Parameters Optimization. Advances in structural Engineering, 6(2): 181035.（SCI收录/Q3） [11] Yang Chen, Wen Zhao*, Pengjiao Jia, et al. (2019) Dynamic behavior of an embedded foundation under horizontal vibration in a poroelastic half-space. Applied Sciences, 9(4):470. (SCI收录/Q2) [11] Jianyong Han, Wen Zhao*, Pengjiao Jia, et al. (2018) Risk Analysis of the Opening of Shield-Tunnel Circumferential Joints Induced by Adjacent Deep Excavation[J]. Journal of Performance of Construction Facilities, 32(1): 04017123 (SCI收录/Q3) [12] Pengjiao Jia, Wen Zhao*, Yang Chen, et al. (2018) A Case Study on the Application of the Steel Tube Slab Structure in Construction of a Subway Station[J]. Applied Sciences, 2018, 8(9): 1437.（SCI收录/Q2） [13] Xinbo Ji, Pengpeng Ni, Marco Barla, Wen Zhao*. (2018) Earth pressure on shield excavation face for pipe jacking considering arching effect[J]. Tunnelling and Underground Space Technology, 72(2): 17-27. (SCI收录/Q1) [14] Jian-yong Han, Wen Zhao*, Yang Chen, Peng-jiao Jia, et al. (2017) Design Analysis and Observed Performance of a Tieback Anchored Pile Wall in Sand[J]. Mathematical Problems in Engineering, 12: 1-23.（SCI收录/ Q3） [15] Baofeng Jiang, Wen Zhao, Wentao Wang. Improved Ultrasonic Computerized Tomography Method for STS (Steel Tube Slab) Structure Based on Compressive Sampling Algorithm[J]. Applied Science. 2017, 7 (5): 432-447. (SCI收录/Q2) [16] Yang Chen, Zhou-fang Zhou, Wen Zhao*. (2016) Solution methods of hydraulic conductivity in low permeable saturated soil during liquid releasing. Environmental Earth Sciences, 75(21): 1-8. (SCI收录/Q2) [17] Xinbo Ji, Wen Zhao*, Shengang Li, et al. (2014). Analysis of the ground settlement control of a large span metro station in Dalian city using the Centre Drift Method[J]. European Journal of Environmental and Civil Engineering, 18(9): 1042-1069. (SCI收录/Q3) [18] 赵文，韩健勇，李慎刚，关永平. 砂土地层深基坑桩锚支护体系的受力与变形[J]. 东北大学学报，2015，36（4）：576-581. (EI收录) [19] 赵文，程诚，李慎刚，等. 盾构开挖面楔形体支护压力模型分析及改进[J].中国公路学报，2017，30(8)：74-81（EI收录） [20] 赵文，贾鹏蛟，王连广，等. 地铁车站STS新管幕构件抗弯承载力试验研究[J]. 工程力学，2016，33(8)：167-176. (EI收录)

（1）赵文主编，《岩石力学》，中南大学出版社，2010。 （2）赵文副主编，《混杂纤维混凝土阻裂增韧及耐久性能》，科学出版社，2011。 （3）赵文参译，《地下采矿岩石力学》，科学出版社，2011。 （4）赵文参编，《工程岩体分级标准》GB50218-2011，中华人民共和国建设部，2012。代表性专利 [1] 赵文，李天亮，程诚等. 具有探测和定向破除障碍功能的顶管机，CN201711138940.7，2019-8-6（国家发明/已授权） [2] 赵文，刘恒，李慎刚等. 一种大直径顶管结合洞桩ᠦ୔