狄宏规 - 同济大学 - 交通运输工程学院

个人简介

狄宏规，男，工学博士，美国阿克伦大学博士后，副教授，博士生导师，主要从事轨道交通隧道系统动力学及减隔振理论、城市轨道交通地下工程智能施工与控制方面的研究和教学工作。主持国家自然科学基金项目2项、上海市自然科学基金面上项目1项、中央高校基本科研业务费专项资金项目1项、横向课题10余项。参与国家863计划项目、国家自然科学基金项目、上海市科委重点专项和其他横向课题10余项。参编行业技术标准2部、技术导则1部，获省部级科技奖4项。目前共发表学术论文80余篇，其中以一作及通讯作者发表SCI论文23篇、EI论文11篇。获授权发明专利12项、软件著作权4项。担任华东交通大学学报青年编委和Acta Geotechnica、Computers and Geotechnics、Applied Mathematical Modelling、Transportation Geotechnics、Engineering Analysis with Boundary Elements、Construction & Building Materials、Bulletin of Engineering Geology and the Environment、International Journal of Geomechanics、Engineering Computations、International Journal of Rail Transportation、Journal of Aerospace Engineering、KSCE Journal of Civil Engineering、岩土力学、铁道科学与工程学报、铁道标准设计等10余个国内外权威学术期刊的审稿专家。教育背景及工作经历 2021/01~至今同济大学，交通运输工程学院，副教授 2018/01~2020/12 同济大学，交通运输工程学院，助理教授 2016/08~2017/09 美国阿克伦大学(The University of Akron)，土木工程系，博士后 2012/09~2016/06 同济大学，道路与铁道工程，工学博士 2009/09~2012/06 中南大学，岩土工程，工学硕士 2005/09~2009/06 湖南科技大学，岩土工程，工学学士获奖情况高速铁路软土路基小变形控制理论与技术，中国铁道学会科学技术奖，特等奖，2022.（排名：5/37）强透水地层暗挖隧道建造关键技术，天津市科技进步二等奖，2022.（排名：4/8）地铁隧道长期沉降预控与复位技术及其应用，江苏省科技进步二等奖，2017.（排名：8/11）特殊复合地层土压平衡盾构高效掘进控制技术，中国铁道学会科学技术奖，三等奖，2020.（排名：2/15）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，城市轨道交通科技进步奖，一等奖，2020.（排名：14/20）

研究领域

主要从事轨道交通隧道系统动力学及减隔振理论、城市轨道交通地下工程智能施工与控制方面的研究和教学工作

近期论文

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Di, H.G., Su, G.B., Yu, J.Y., et al. (2023). Field measurement and evaluation of vibrations inside buildings above metro tunnels[J]. Soil Dynamics and Earthquake Engineering, 166, 107767. (SCI) Di, H.G., Yu, J.Y., Guo, H.J., et al. (2022). Modelling of ground vibrations from a tunnel in layered unsaturated soils with spatial variability[J]. Archives of Civil and Mechanical Engineering, 22:33. (SCI) Di, H.G., Guo, H.G., Zhou, S.H., et al. (2022). An analytical model for evaluating the dynamic response of a tunnel embedded in layered foundation soil with different saturations[J]. Earthquake Engineering and Engineering Vibration, 21: 663-681. (SCI) Di, H.G., Zhou, S.H., Guo, H.G., et al.(2021).Three-dimensional analytical model for vibrations from a tunnel embedded in an unsaturated half-space[J]. Acta Mechanica, 232: 1543–1562 (SCI) Di, H.G., Zhou, S.H., Luo, Z., et al. (2018). A vehicle-track-tunnel-soil model for evaluating dynamic response of double-line metro tunnel in a poroelastic half-space[J]. Computers and Geotechnics, 101: 245–263. (SCI) Di, H.G., Zhou, S.H., He, C., et al. (2016). Three-dimensional multilayer cylindrical tunnel model for calculating train-induced dynamic stress in saturated soils[J]. Computers and Geotechnics, 80: 333–345. (SCI) Di, H.G., Zhou, S.H., Yao X.P., et al. (2021). In situ grouting tests for differential settlement treatment of a cut-and-cover metro tunnel in soft soils[J]. Bulletin of Engineering Geology and the Environment. https://doi.org/10.1007/s10064-021-02276-5. (SCI) Di, H.G., Zhou, S.H., Guo, P.G. et al. (2020). Observed long-term differential settlement of metro structures built on soft deposits in the Yangtze River Delta region of China[J]. Canadian Geotechnical Journal, 57(6): 840-850. (SCI) Di, H.G., Huang, S.H., Fu, L.L, et al. (2020). A variational method for calculating the longitudinal deformation of a shield tunnel in soft soil caused by grouting under the tunnel bottom[J]. Engineering Computations, DOI 10.1108/EC-09-2020-0490. (SCI) Di, H.G., Zhou, S.H., Xiao, J.H., et al. (2016). Investigation of the long-term settlement of a cut-and-cover metro tunnel in a soft deposit[J]. Engineering Geology, 204: 33–40. (SCI) Di, H.G., Guo, H.G., Zhou, S.H., et al. (2019). Investigation of the axial force compensation and deformation control effect of servo steel struts in a deep foundation pit excavation in soft clay[J].Advances in Civil Engineering,19 (6): 1-16. (SCI) Zhou, S.H.,Di, H.G.(通讯作者), Xiao, J.H., et al. (2016). Differential settlement and induced structural damage in a cut-and-cover subway tunnel in a soft deposit[J]. J. Perform. Constr. Facil.(ASCE), 30(5): 04016028. (SCI) Zhou, S.H.,Di, H.G.(通讯作者), Luo, Z., et al. (2018). Dynamic stress response of saturated soil subjected to vertical and horizontal moving loads inside a circular tunnel [J]. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 232(6): 1758–1773. (SCI) Zhou, S.H., Xiao, J.H.,Di, H.G.(通讯作者), et al. (2018). Differential settlement remediation for a new shield metro tunnel in soft soils using corrective grouting method: a case study[J] Canadian Geotechnical Journal, 55: 1877-1887. ( SCI) Zhou, S.H., Xiao, J.H.,Di, H.G.(通讯作者), et al. (2019). Reply to the discussion submitted by J.N. Shirlaw of our paper entitled, Differential settlement remediation for new shield method tunnel in soft soils using corrective grouting method: Case Study [J] Canadian Geotechnical Journal, 56(12): 2018. (SCI) Li, X.,Di, H.G.(通讯作者), Zhou, S.X., et al. (2021). Effective method for adjusting the uplifting of shield machine tunneling in upper-soft lower-hard strata[J]. Tunnelling and Underground Space Technology, 115 (2021) 104040. (SCI) Li, Y.T.,Di, H.G.(通讯作者), Zhou, S.H., et al. (2020). Seismic Analysis for Cross Transfer Subway Stations in Soft Soil Stratum[J]. KSCE Journal of Civil Engineering, accepted. (SCI) Yao, Q.Y.,Di, H.G.(通讯作者), Ji, C., et al. (2020). Ground collapse caused by shield tunneling in sandy cobble stratum and its control measures [J]. Bulletin of Engineering Geology and the Environment. https://doi.org/10.1007/s10064-020- 01878-9. (SCI) Li, Y.T.,Di, H.G.(通讯作者), Yao, Q.Y., et al. (2020). Prediction model for disc cutter wear of TBM in sandy cobble strata[J]. KSCE Journal of Civil Engineering, 24(3):1010-1019. (SCI) Zhou, S.H, Tian, Z.Y.,Di, H.G.(通讯作者), et al. (2019). Investigation of a loess-mudstone landslide and the induced structural damage in a high-speed railway tunnel[J]. Bulletin of Engineering Geology and the Environment, https://doi.org/10.1007/s10064-019-01711-y. (SCI) Jiang, H.B., Zhou, S.H.,Di, H.G.(通讯作者), et al. (2021). Pressure and Internal Forces of Tunnel Lining in Jet Grouting Reinforced Mud Stratum[J]. KSCE Journal of Civil Engineering, DOI 10.1007/s12205-021-2014-5. (SCI) Li, X., Zhou, S.H.,Di, H.G.(通讯作者)(2020). Observed ground pressure acting on the lining of a large-diameter shield tunnel in sandy stratum under high water pressure[J].Advances in Civil Engineering,https://doi.org/10.1155/2020/3091528. (SCI) Luo, Z., Hu, B., Wang, Y.W.,Di, H.G.(通讯作者). (2018). Effect of spatial variability of soft clays on geotechnical design of braced excavations: A case study of Formosa excavation[J]. Computers and Geotechnics, 103: 242–253. (SCI) 苏光北，狄宏规(通讯作者)，周顺华，等. (2022).隧道施工期扰动对运营期隧道-土体系统动力响应的影响分析[J].振动与冲击，录用.(EI) 狄宏规，郭慧吉，周顺华，等. (2022).非饱和土-结构动力响应的多耦合周期性有限元法[J].力学学报，1:163-172.(EI) 狄宏规，苏光北，郭慧吉，等. (2022).非饱和土-结构动力响应的2.5维有限元-完美匹配层法[J].铁道学报，网络首发：https://kns.cnki.net/kcms/detail/11.2104.U.20220305. 1607.002.htm.(EI) 郭慧吉，狄宏规(通讯作者)，周顺华，等. (2021).上覆非饱和层的饱和地基隧道系统动力响应半解析算法[J].同济大学学报(自然科学版), 49(04):467-475.(EI) 狄宏规,郭慧吉,王炳龙,等. (2020).非饱和全空间埋置隧道动力响应壳柱法半解析模型[J].同济大学学报(自然科学版), 48(03): 325-331.(EI) 郭慧吉，狄宏规(通讯作者)，周顺华，等. (2020).非饱和土-隧道系统动力响应计算的波函数法[J].力学学报，52(02): 591-602. (EI) 狄宏规,周顺华,何超,等. (2018).饱和地基地铁盾构隧道车致动应力响应特征[J].铁道学报, 2018, 40(8): 160-167.(EI) 狄宏规,周顺华,陕耀,等. (2016).基于改进壳-柱模型的盾构隧道饱和地基动应力解[J].同济大学学报(自然科学版), 44 (9): 1384-1390. (EI) 狄宏规,周顺华,宫全美,等. (2015).软土地区地铁隧道不均匀沉降特征及分区控制[J].岩土工程学报, 37: 74-79. (EI) 狄宏规,冷伍明,薛继连,等. (2014).朔黄铁路重载扩能的路基强度评估[J].铁道学报, 36(8): 84-90. (EI) 狄宏规,冷伍明,周顺华,等. (2013).朔黄重载铁路路基斜向高压旋喷桩加固效果[J].同济大学学报(自然科学版), 41(12): 1818-1823. (EI)