[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）

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2），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 ofstraight–jointed segmental tunnel lining [J]. Tunnelling and Underground SpaceTechnology, 2023, 105160.

[2] Zhang,XH (Zhang, Xiaohui), Lin, ZR (Lin, Zhangrun), Zhang, KP (Zhang, Keping) etal. Full–scale experimental test for load–bearing behavior of the carbon fibershell 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 shieldtunnel[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 shieldtunnel 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 shieldtunnel reinforced by steel plate[M]//Proceedings of the ITA-AITES World TunnelCongress 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 ofbending deflection of tunnel segment under load- and corrosion-induced cracksby 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 railwayembankment 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 systemconsidering the non-linear wheel/rail contact[J]. Proceedings of the Institutionof 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 aHigh-Speed Railway Train-Track-Bridge System[J]. Mathematical Problems inEngineering, 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 dynamicresponse of the vehicle-track system[J]. Proceedings of the Institution ofMechanical 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), etal. Effect of subgrade differential settlement on dynamic response of vehicleand slab track vertical coupled system [J]. Tongji Daxue Xuebao/Journal ofTongji 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 existingrailway 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 ofmulti-scale morphological descriptors of coarse aggregate[J]. Construction andBuilding 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 pileconstruction 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 thickenedlarger-diameter metro shield tunnel in soft soil: A case study[J]. Case Studiesin 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 bondinterface in steel plate-reinforced shield tunnels[J]. Construction andBuilding 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 ofbond interface in steel plate reinforced tunnel lining. Construction andBuilding 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-speedtrain system under differential settlement of subgrade[J]. EngineeringStructures, 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 dislocationsunder 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 LargeInner-Diameter Shield Tunnel under Lateral Unloading. AppliedSciences, 2023, 13(21), 11871.

[21]Zhang, KP (Zhang, Keping), Zhang, XH (Zhang, Xiaohui)*, Zhou, SH(Zhou, Shunhua). Influence of Lateral Differential Settlement of Subgrade onDynamic Performance of High-Speed Vehicle System [J]. JOURNAL OF ENGINEERINGMECHANICS, 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-speedrailway 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 Dispersionin 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.