张小会

职称：副教授

系所：城市轨道与铁道工程

电话：-

邮箱：1988xiaohui@tongji.edu.cn

个人简介

        工学博士，副教授，博士生导师。主要研究方向轨道交通隧道系统动力学及行车环境下的轨道交通结构安全。

任2020世界交通运输大会（2020WTC）轨道交通学部技术委员会委员，主持国家自然科学基金青年基金项目1项、上海市自然科学基金面上项目1项、中央高校基金1项、横向项目5项，参编标准2项，获中国铁道学会科学技术一等奖（排名2）、浙江省科技进步一等奖（排名6）、中国城市轨道交通科技进步一等奖2项（排名3）、全国铁路青年科技创新奖1项（排名1）、教育部科技进步一等奖（排名15）。发表SCI期刊论文39篇，其中以第一作者或通讯作者在行业内知名学术期刊发表SCI论文19篇，EI论文6篇，授权发明专利3项，软件著作权3项。

教育及工作经历

12/2022-今                  副教授：交通运输工程学院，同济大学，上海，中国

01/2018-12/2022         助理教授：交通运输工程学院，同济大学，上海，中国

11/2016-01/2018         博士后助理研究员：土木工程，克莱姆森大学，South Carolina，美国

07/2014-12/2014         访问学者：土木工程学院，伯明翰大学，Birmingham，英国

07/2011-12/2016         博士：道路与铁道工程，同济大学，上海，中国

09/2007-06/2011         学士：交通工程，同济大学，上海，中国

获奖情况

[1] 软弱地层铁路盾构隧道标准化建养技术及应用，中国铁道学会科学技术一等奖，张小会（排名3），2024

[2] 软土地层盾构隧道韧性建造与数智管控关键技术及工程应用，浙江省科技进步一等奖，张小会（6/13），2023

[3] 软土地层城市轨道交通隧道韧性结构体系及数字化技术，中国城市轨道交通协会科技进步一等奖，张小会（3/20），2022

[4] 桩板结构下穿高速铁路桥梁关键技术研究，第八届“全国铁路青年科技创新奖”，张小会（1/1），2022

[5] 饱和软土复杂环境地铁盾构隧道结构安全与耐久性关键技术，中国城市轨道交通协会科技进步一等奖，张小会（3/20），2020

[6] 高速铁路路基不均匀沉降控制理论和技术，教育部科学技术进步奖一等奖，张小会（13/15），2016

参编规范

[1] 上海市住房和城乡建设管理委员会. 地铁盾构法隧道施工技术标准（DG/TJ08-2041-2021），2021

[2] 住房和城乡建设部. 盾构法隧道管片接缝防水检测技术导则（RISN-TG036-2019），2019

主要科研项目

[1] 国家自然科学基金青年项目：基于螺旋周期结构理论的多接缝地铁盾构隧道车致振动随机摄动模型（项目编号：52208443，在研，主持）

[2] 上海市自然科学基金面上项目：地铁盾构隧道接缝变形下车致振动预测模型及软件（项目编号：22ZR1466500，在研，主持）

[3] 中国科学院学部咨询评议重大项目：“我国城市轨道交通发展战略研究”（在研，主研）

[4] 国家自然科学基金中德国际合作项目：“基于材料非线性的高速铁路轨下基础层状系统动力响应特性研究”（结题，参与）

[5] 国家自然科学基金面上项目：“铁路碎石道床-土质基床界面接触应力的随机多尺度分析”（结题，参与）

[6] 中国铁路设计集团：“杭州至绍兴城际铁路工程新（改）建管线下穿杭深铁路方案安全评估”（在研，主持）

[7] 杭州铁路设计院：“桩板结构施工对邻近铁路桥梁段影响分析”（在研，主持）

[8] 宁波轨道集团：“宁波轨道交通异形长大深基坑设计施工技术编撰与出版”（结题，主持）

[9] 杭州地方铁路开发有限公司：“台州市东官河综合整治工程下穿杭深高铁段安全评估咨询”（结题，主持）

[10] 绍兴地铁集团：“绍兴市城市轨道交通1号线基于工程全生命周期综合效益的盾构隧道结构体系研究”（在研，主研）

[11] 南京地铁集团：“南京地铁错缝拼装盾构隧道结构承载性能及控制标准研究项目”（结题，主研）

[12] 申通地铁集团：“上海轨道交通 14 号线科技创新专项咨询”（在研，主研）

[13] 深圳地铁集团：“深圳地铁5号线淤泥填海地层中小净距盾构隧道稳定性及其控制技术研究”（在研，主研）

主要学术论文      

[1] Zhang, XH (Zhang, Xiaohui), Zhou, SH (Zhou, Shunhua), Di, HG (Di, Honggui), et al. Semi–analytical solution for ultimate bearing capacity of straight–jointed segmental tunnel lining [J]. Tunnelling and Underground Space Technology, 2023, 105160.

[2] Zhang, XH (Zhang, Xiaohui), Lin, ZR (Lin, Zhangrun), Zhang, KP (Zhang, Keping) et al. Full–scale experimental test for load–bearing behavior of the carbon fiber shell reinforced stagger–jointed shield tunnel [J]. Composite Structures, 2023, 116773.

[3] Zhang, XH (Zhang, Xiaohui), Qi, LZ (Qi, Lizhi), Zhou, SH (Zhou, Shunhua), et al. Inversion model for mechanical status of longitudinal joints in shield tunnel[J]. Structural Concrete, 2023, 24(5): 5697-5714.

[4] Zhang, XH (Zhang, Xiaohui), Yu, S (Yu, Shuo), Jin, H (Jin, Hao) et al. Experimental investigation of corrosion effect on bending deflection of shield tunnel segment containing transverse cracks[J]. Structural Concrete, 2023, 24(1): 411-422.

[5] Zhang, XH (Zhang, Xiaohui), Pei, ZC (Pei, Zhengchuan), Zhang, KP (Zhang, Keping). Experimental study on ultimate bearing capacity of the stagger-jointed shield tunnel reinforced by steel plate[M]//Proceedings of the ITA-AITES World Tunnel Congress 2023 (WTC 2023), Athens, Greece. CRC Press, 2023: 3351-3357.

[6] Zhang, XH (Zhang, Xiaohui), Jin, H (Jin, Hao), Yu, S (Yu, Shuo) et al. Analysis of bending deflection of tunnel segment under load- and corrosion-induced cracks by improved XFEM[J]. Engineering Failure Analysis, 2022, 140: 106576.

[7] Zhang, XH (Zhang, Xiaohui), Zhou, SH (Zhou, Shunhua), He, C (He, Chao) et al. Experimental investigation on train-induced vibration of the ground railway embankment and under-crossing subway tunnels[J]. Transportation Geotechnics, 2021, 26: 100422.

[8] Zhang, XH (Zhang, Xiaohui), Zhou, SH (Zhou, Shunhua), Di, HG (Di, Honggui) et al. A semi-analytical model of the train-floating slab track-tunnel-soil system considering the non-linear wheel/rail contact[J]. Proceedings of the Institution of Mechanical Engineers Part F-Journal of Rail and Rapid Transit, 2018, 232(8): 2063-2078.

[9] Zhang, XH (Zhang, Xiaohui), Shan, Y (Shan, Yao), Yang, XW (Yang, Xinwen) et al. Effect of Bridge-Pier Differential Settlement on the Dynamic Response of a High-Speed Railway Train-Track-Bridge System[J]. Mathematical Problems in Engineering, 2017, 2017. 

[10] Zhang, XH (Zhang, Xiaohui), Burrow, M (Burrow, Michael), Zhou, SH (Zhou, Shunhua) et al. An investigation of subgrade differential settlement on the dynamic response of the vehicle-track system[J]. Proceedings of the Institution of Mechanical Engineers Part F-Journal of Rail and Rapid Transit, 2016, 230(7): 1760-1773.

[11] Zhang, XH (Zhang, Xiaohui), Zhou, SH (Zhou, Shunhua), Gong QM(Gong, Quanmei), et al. Effect of subgrade differential settlement on dynamic response of vehicle and slab track vertical coupled system [J]. Tongji Daxue Xuebao/Journal of Tongji University, 2015, 43(8): 1187-1193and1253.

[12] Zhang, XH (Zhang, Xiaohui), Gong, QM (Gong, Quanmei), Zhou, SH (Zhou, Shunhua). Study on safety measures for construction of foundation pit close to existing railway lines. Applied Mechanics and Materials, 2012, v 178-181: 1279-1286.

[13] Zhang, Q (Zhang, Quan), Zhang, XH (Zhang, Xiaohui)*, Zhou, SH (Zhou, Shunhua), et al. Research on the influencing factors and correlation of multi-scale morphological descriptors of coarse aggregate[J]. Construction and Building Materials, 2024,457(5):139402.

[14] Zhang, Q (Zhang, Quan), Zhang, XH (Zhang, Xiaohui)*, Zhou, SH (Zhou, Shunhua), et al. Effect and evaluation model of adjacent pile construction on high-speed railway piers in soft soils. In Structures ,2024, 70: 107687.

[15] Lu, CR (Lu, Cirong), Zhang, XH (Zhang, Xiaohui)*, Shi, BB (Shi, Beibei), et al. Deformation in settlement and grouting remediation of thickened larger-diameter metro shield tunnel in soft soil: A case study[J]. Case Studies in Construction Materials, 2024, 20: 02736.

[16] Zhang, KP (Zhang, Keping), Zhang, XH (Zhang, Xiaohui)*, Zhou, SH (Zhou, Shunhua), et al. Mechanical behavior and constitutive relationship of bond interface in steel plate-reinforced shield tunnels[J]. Construction and Building Materials, 2024, 411: 134178.

[17] Zhang, KP (Zhang, Keping), Zhang, XH (Zhang, Xiaohui)*, Zhou, SH (Zhou, Shunhua), et al. Viscoelastic creep model and parameter inversion of bond interface in steel plate reinforced tunnel lining. Construction and Building Materials, 2024, 439: 137346.

[18] Zhang, KP (Zhang, Keping), Zhang, XH (Zhang, Xiaohui)*, Zhou, SH (Zhou, Shunhua) ,et al. Analysis on dynamic behavior of 400 km/h high-speed train system under differential settlement of subgrade[J]. Engineering Structures, 2023, 278: 115521.

[19] Liu, JG (Liu, Jianguo), Zhang, XH (Zhang, Xiaohui)*, Jin, YY (Jin, Yuyin), et al. A modified shell-joint model for segmental tunnel dislocations under differential settlement [J]. Geomechanics and Engineering, 2023, 35(4): 411-424.

[20] Lu, CR (Lu, Cirong), Liu, CB(Liu, Changbao), Zhang, XH (Zhang, Xiaohui)*. Segment Thickness Design and Bearing Performance Analysis of Large Inner-Diameter Shield Tunnel under Lateral Unloading. Applied Sciences, 2023, 13(21), 11871.

[21] Zhang, KP (Zhang, Keping), Zhang, XH (Zhang, Xiaohui)*, Zhou, SH (Zhou, Shunhua). Influence of Lateral Differential Settlement of Subgrade on Dynamic Performance of High-Speed Vehicle System [J]. JOURNAL OF ENGINEERING MECHANICS, 2022, 148(3).

[22] Zhang, KP (Zhang, Keping), Zhang, XH (Zhang, Xiaohui)*, Zhou, SH (Zhou, Shunhua) et al. Effect of lateral differential settlement of high-speed railway subgrade on dynamic response of vehicle-track coupling systems[J]. Structural Engineering and Mechanics, 2021, 80(5): 491.

[23] Zhou, SH (Zhou, Shunhua), Zhang, XH (Zhang, Xiaohui)*, Di, HG (Di, Honggui) et al. Metro train-track-tunnel-soil vertical dynamic interactions - semi-analytical approach [J]. VEHICLE SYSTEM DYNAMICS, 2018, 56(12): 1945-1968.

[24] Zhou, SH (Zhou, Shunhua), Zhang, XH (Zhang, Xiaohui)*, Wu, D (Wu, Di) et al. Mathematical Modeling of Slurry Infiltration and Particle Dispersion in Saturated Sand [J]. TRANSPORT IN POROUS MEDIA, 2018, 124(1): 91-116.

[25] 张小会, 张泽宇, 狄宏规, 等. 地铁浮置板轨道过渡段参数对隧道和土体振动的影响[J].同济大学学报. 自然科学版,2021,49(1):67-75.

[26] 张小会, 周顺华, 宫全美, 等. 路基不均匀沉降对车辆和轨道动力响应的影响[J].同济大学学报. 自然科学版,2015,43(8):1187-1193.

[27] 周顺华, 张小会*, 杨新文, 等. 轨道交通隧道基底刚度对共建结构的振动影响分析[J].同济大学学报. 自然科学版,2014,42(6):887-893.

学术交流

[1]  Zhang Xiaohui, Zhou Shunhua, Di honggui (2018). TRB 97th Annual Meeting. Washington, USA （会议报告）

[2]  Zhang Xiaohui, Zhou Shunhua, Di Honggui, He Chao (2017). GEORAIL 2017. Champs Sur Marne, France (会议报告)

[3]  Zhou Shunhua, Zhang Xiaohui (2014). TRB 93rd Annual Meeting. Washington, USA（海报交流）

[4] Zhang Xiaohui, Gong Quanmei, Zhou Shunhua (2012). 2nd International Conference on Civil Engineering, Architecture and Building Materials, Yantai, CHINA（会议报告）

[5] Zhu Huanle, Zhang Xiaohui, Yang Xinwen, et al (2014). CICTP 2014: Safe, Smart, and Sustainable Multimodal Transportation Systems, Changsha, CHINA（学术交流）

[6] Shan Yao, Zhou Shunhua, Gong Quanmei, Xiao Junhua, Wang Changdan, Zhang Xiaohui, Yu Zheng (2016). ICTG 2016: The 3rd International Conference on Transportation Geotechnics, Guimarães, PORTUGAL（学术交流）