史江伟

个人简介

史江伟，江苏句容人，博士，教授，博士生导师，入选江苏省“双创博士计划”。2015年获香港科技大学博士学位，同年入职太阳集团tyc151岩土所，先后担任讲师、副教授、青年教授和教授。从事城市地下空间开发与利用、废弃土资源化利用的教学科研工作，主持国家自然科学基金（面上、青年）、国家重点研发计划项目专题、江苏省自然科学基金、中国博士后科学基金（面上、特助）等纵向科研项目。已发表期刊论文70余篇，其中SCI论文45篇（一作22篇、通讯9篇）、EI论文10篇，岩土工程三大国际期刊《Can Geotech J》和《JGeotechGeoenvironEng》论文14篇；SCI论文累计被引2450余次，H指数29，入选ESI高被引论文2篇、知网高影响力论文5篇。获中国航海学会科技进步二等奖、江苏省地下空间学会科技进步一等奖、美国土木工程师协会（ASCE）及中国土木工程学会优秀论文奖等。

研究方向

地下空间开发与利用、废弃土资源化利用、地基处理

主讲课程

本科生：《土质学与土力学》、《土力学实验》、《堤防与边坡工程》

研究生（全英文）：《Advanced Foundation Engineering》、《土木工程学科前言专题讲座》

主持的代表性科研项目

[1] 国家自然科学基金面上项目（52478394），2025.01~2028.12，在研

[2] 国家重点研发计划专题（2024YFC3211004-03），2025.01~2027.12，在研

[3] 国家自然科学基金青年项目（51608170），2017~2019，结题

[4] 江苏省自然科学基金青年项目（BK20160863），2016~2019，结题

[5] 江苏省“双创博士”（世界名校类）自由探索项目，2017~2019，结题

[6] 中国博士后科学基金特别资助项目（2017T100324），2017~2019，结题

[7] 横向课题：钱塘江垂直护岸受力特性及应用技术研究, 2025.12~2028.06，在研

[8] 横向课题：瓯江路道路及景观改造提升工程望江路下穿段基坑工程对邻近建筑物影响的三维有限元数值分析, 2023.10~2024.10，结题

[9] 横向课题：超高含水率泥炭土地基处理关键技术研究与应用, 2019~2021，结题

[10] 横向课题：狮子坪水电站心墙消缺处理方案三维应力变形研究, 2021~2021，结题

[11] 横向课题：温州市九山A-11地块三维有限元分析服务, 2020~2021，结题

[12] 横向课题：鱼山石化围垦对鱼山大桥影响补充分析, 2019~2020，结题

获奖及荣誉

[1] 2024年河海大学教师讲课竞赛（普通组）二等奖

[2] 2024年太阳集团tyc151“我最喜爱的班导师”

[3] 2021年中国航海学会科技进步二等奖（6/10）

[4] 2023年江苏省地下空间学会科技进步一等奖（6/15）

[5] 2018年ASCE Outstanding Paper Award

代表性论文

[1] Shi, J.W., Chen, Y.H., Lu. H., Chen, Z.B., Shi, C. (通讯). Field investigation on long-term deformation characteristics of long-and-narrow basements in soft clays. Canadian Geotechnical Journal,2025, 62:1-19. (Editor’s choice)

[2] Shi, J.W., Zhong, X.C., Lu, H., Ni, X.D., Shi, C. (通讯). Influence of joint stiffness on three-dimensional deformation mechanisms of pipeline under tunnel active face instability. Canadian Geotechnical Journal 2025, 62:1-16. (ESI高被引论文)

[3] Shi, J.W.(通讯), Chen, Z.B., Chen, Y.H., Wang, B.X., Ni, X.D., and Zheng, J.H. Deformation characteristics of a large-scale basement supported by dual-circular props in heterogeneous soft stratum: Field and numerical investigation. Tunnelling and Underground Space Technology,2025, 166: 106935.

[4] Shi, J.W., Lv, K.Y. (学生), Chen, Z.B., Lu, H., and Shi, C. (通讯). Physical and numerical investigation of deformation mechanisms of jointed pipelines due to passive face instability of EPB shield tunnelling. Canadian Geotechnical Journal,2025, 62: 1-22. 岩土工程三大国际期刊

[5] Shi, J.W., Chen, Y.H., Kong, G.Q., Lu, H. (通讯), Chen, G. (通讯), and Shi, C. Deformation mechanisms of an existing pipeline due to progressively passive instability of tunnel face: physical and numerical investigations. Tunnelling and Underground Space Technology 2024, 150: 105822. (ESI高被引论文)

[6] Shi, J.W., Wang, J.P. (学生), Chen, Y.H., Shi, C., Lu, H., Ma, S.K. (通讯), and Fan, Y.B. Physical modeling of the influence of tunnel active face instability on existing pipelines. Tunnelling and Underground Space Technology, 2023, 140, 105281.

[7] Shi, J.W., Chen Y.H., Lu, H.(通讯), Ma, S.K., and Ng, C.W.W. Centrifuge modeling of the influence of joint stiffness on pipeline response to underneath tunnel excavation. Canadian Geotechnical Journal, 2022, 59(9): 1568-1586.岩土工程三大国际期刊

[8] Shi, J.W., Wei, J.Q., Ng, C.W.W., Lu, H.(通讯), Ma, S.K., Shi, C., and Li P. Effects of construction sequence of double basement excavations on an existing floating pile. Tunnelling and Underground Space Technology, 2022, 119, 104230.

[9] Shi, J.W., Ding C. (学生), Ng, C.W.W., Lu, H.(通讯) and Chen L. Effects of overconsolidation ratio on tunnel responses due to overlying basement excavation in clay. Tunnelling and Underground Space Technology, 2020, 7:103247.

[10] Shi, J.W., Wei, J.Q., Ng, C.W.W., Lu, H. (通讯). Stress transfer mechanisms and settlement of a floating pile due to adjacent multi-propped deep excavation in dry sand. Computers and Geotechnics, 2019, 116, 103216.

[11] Shi, J.W., Fu, Z.Z., Guo, W.L. (通讯). Investigation of geometric effects on three-dimensional tunnel deformation mechanisms due to basement excavation. Computers and Geotechnics, 2019, 106: 108-116

[12] Shi, J.W., Wang, Y., Chen, Y.H. (通讯). A simplified method to estimate curvatures of continuous pipelines induced by normal fault movement. Canadian Geotechnical Journal, 2018, 55(3):343-352.岩土工程三大国际期刊

[13] Shi, J.W.,Zhang, X.(学生), Chen, Y.H. (通讯), Chen, L. Numerical parametric study of countermeasures to alleviate basement excavation effects on an existing tunnel. Tunnelling and Underground Space Technology, 2018, 72: 145-153.

[14] Shi, J.W. (通讯), Ng, C.W.W., Chen, Y.H. A simplified method to estimate three-dimensional tunnel responses to basement excavation. Tunnelling and Underground Space Technology, 2017, 62: 53-63.

[15] Shi, J.W. (通讯), Wang, Y., Ng, C.W.W. Three-dimensional centrifuge modeling of ground and pipeline response to tunnel excavation. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2016, 142(11): 04016054.岩土工程三大国际期刊

[16] Shi, J.W. (通讯), Wang, Y., Ng, C.W.W. Numerical parametric study of tunneling–induced joint rotation angle in jointed pipelines. Canadian Geotechnical Journal, 2016, 53(12): 2058-2071.岩土工程三大国际期刊

[17] Shi, J.W. (通讯), Ng, C W.W., Chen, Y.H. Three-dimensional numerical parametric study of the influence of basement excavation on existing tunnel. Computers and Geotechnics, 2015, 63:146-158.

[18] Shi, J.W. (通讯), Liu, G.B., Huang, P., Ng, C.W.W. Interaction between a large triangular excavation and adjacent structures in Shanghai soft clay. Tunnelling and Underground Space Technology, 2015, 50: 282-295.

[19] Shi, J.W., Wang, Y. (通讯), Ng, C.W.W. Buried pipeline responses to ground displacements induced by adjacent static pipe bursting. Canadian Geotechnical Journal, 2013, 50(5): 481-492. (SCI).岩土工程三大国际期刊

[20] 史江伟, 朱浩 (学生), 陈永辉, 王荣. 无机填料对水泥固化泥炭土强度的影响. 建筑材料学报, 2024, 27(05): 439-445.

研究生培养（独立指导）

联系方式：

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电子邮件: ceshijiangwei@163.com或cesjw@hhu.edu.cn