姓    名

王华宁

性    别

女

出生年月

1975.7

最高学历、学位

博士

职    称

教授

职    务

无

电子邮箱

wanghn@tongji.edu.cn

个人简介

一、基本情况

王华宁为苏州科技大学兼职教授，同济大学教授、博士生导师，曾任中国岩石力学与工程学会环境岩土工程青年工作委员会委员，为岩土工程学报、International Journal of Rock Mechanics and Mining Science, Rock Mechanics and Rock Engineering, Tunnelling and Underground Space Technology等期刊审稿人，国家自然科学基金函评专家。2003年9月获同济大学工程力学专业博士学位，2003年至今在同济大学航空航天与力学学院工作，2013年晋升教授。2021年到苏州科技大学担任兼职教授，为蒋明镜教授团队核心人员。2012-2015年间受欧盟人才项目资助多次到英国华威大学、爱丁堡大学、西班牙加泰罗尼亚理工大学进行交流访学。获宝钢优秀教师奖(2021)、上海市教育系统三八红旗手(2021)、全国徐芝纶优秀教师奖(2009)等。

二、主要研究领域及学术成就

主要研究方向为岩土工程中解析方法与数值理论，包括流变和弹塑性岩土体中隧道稳定性的解析和离散元方法、含水合物深海土体特性及井壁稳定多场耦合解析与数值模型、颗粒材料的宏微观关联等。

近五年主持国家自然科学基金青年和面上项目共三项，主持海南省重点研发项目子课题一项；作为骨干研究人员参与一项“973”计划(深部隧道TBM掘进相关)、两项国家自然科学基金重点项目(深海能源土宏微观跨尺度分析相关)、一项中国工程科技发展战略海南研究院咨询研究项目和一项国家自然科学基金重大项目课题(深海土相关)。曾获上海市科技进步三等奖(排名同济大学第二位)。近5年发表第一/通讯期刊论文41篇，其中SCI国际期刊论文25篇(其中5篇解析解方面的论文严格他引在20次以上)，受到同行关注、跟踪和拓展研究。Web of Science   H 指数12。在隧道工程相关的解析方法和模型、基于解析解的力学机理分析、离散元与其他方法耦合与工程问题分析、颗粒材料力学特性的宏微观关联等方面进行多年持续探索，形成系统性研究成果。

三、代表性科研成果

[1]        Hu T, Wang HN^*, Jiang MJ. Analytical approach   for the fast estimation of time-dependent wellbore stability during drilling   in methane hydrate-bearing sediment, Journal of Natural Gas Science and   Engineering. 2022, online. https://doi.org/10.1016/j.jngse.2022.104422.

[2]        Zeng GS, Wang HN^*, Jiang MJ. Analytical   solutions of noncircular tunnels in viscoelastic semi-infinite ground   subjected to surcharge loadings. Applied Mathematical Modelling, 2022,   102, 492–510.

[3]        Zhou ZH, Wang HN, Jiang MJ^*. Macro- and micro-mechanical   relationship of the anisotropic behaviour of a bonded ellipsoidal particle   assembly in the elastic stage. Acta Geotechnica, 2021, 16 (12)：3899-3921. (引用2，他引2)

[4]        Zhou ZH, Wang HN, Jiang MJ^*. Elastic constants obtained   analytically from microscopic features for regularly arranged elliptical   particle assembly. Granular Matter, 2021,   23(2): 1–13.

[5]        Zeng GS, Wang HN^*, Wu L, Jiang MJ. A generalized   analytical model for mechanical responses of rock during multiple-tunnel   excavation in viscoelastic semi-infinite ground, International Journal of   Geomechanics, 2021, 21(11): 04021202.

[6]        Guo YF, Wang HN^*, Jiang MJ. Efficient iterative   analytical model for underground seepage around multiple tunnels in   semi-infinite saturated media. Journal of Engineering Mechanics, 2021,   147(11): 17.

[7]        Gao X, Wang HN^*, Jiang MJ.   Analytical solutions for the displacement and stress of lined circular tunnel   subjected to surcharge loadings in semi-infinite ground. Applied   Mathematical Modelling, 2021, 89(Pt 1). (引用3，他引3)

[8]        Zeng GS, Wang HN^*, Jiang MJ,   et al. Analytical solution of displacement and stress induced by the   sequential excavation of noncircular tunnels in viscoelastic rock, International   Journal of Rock Mechanics and Mining Sciences, 2020, 134: 104429. (引用2，他引2)

[9]        Che N, Wang HN^*, Jiang MJ.   DEM investigation of rock/bolt mechanical behaviour in pull-out tests, Particuology,   2020, 52: 10-27. (引用8，他引8)

[10]  Wang HN^*, Gao X, Wu L,   Jiang, MJ. Analytical study on interaction between existing and new tunnels   parallel excavated in semi-infinite viscoelastic ground, Computers and   Geotechnics, 2020, 120: 103385. (引用6，他引4)

[11]  Guo ZY, Wang HN^*, Jiang MJ. Elastoplastic   analytical investigation of wellbore stability for drilling in methane   hydrate-bearing sediments, Journal of Natural Gas Science and Engineering,   2020, 79: 103344. (引用5，他引5)

[12]  Wang HN^*,   Jiang MJ, Zhao T, Zeng GS. Viscoelastic solutions for   stresses and displacements around non-circular   tunnels sequentially excavated at great depths, Acta Geotechnica,   2019, 14(2): 111-139. (引用15，他引12)

[13]    Zeng GS, Wang HN^*, Jiang MJ.   Analytical study of ground responses induced by the excavation of   quasirectangular tunnels at shallow depths, International Journal for   Numerical and Analytical Methods in Geomechanics, 2019, 43(13):   2200-2223. (引用4，他引3)

[14]  Wang HN^*, Chen XP, Jiang   MJ. Analytical investigation of wellbore stability during drilling in marine   methane hydrate-bearing sediments, Journal of Natural Gas Science and   Engineering, 2019, 68: 102885. (引用12，他引10)

[15]  Wang HN^*, Xiao G, Jiang MJ,   Crosta G. Investigation of rock bolting for deeply buried tunnels via a new   efficient hybrid DEM-Analytical model, Tunnelling and Underground Space   Technology, 2018, 82: 366-379. (引用9，他引9)

[16]    Wang HN^*, Chen XP, Jiang MJ, Song F, Wu L. The analytical predictions on   displacement and stress around shallow tunnels subjected to surcharge   loadings, Tunnelling and Underground Space Technology, 2018, 71:   403-427. (引用34，他引25)

[17]  Wang HN^*, Wu L, Jiang MJ, Song F. Analytical stress and displacement due to   twin tunneling in an elastic semi-infinite ground subjected to surcharge   Loads, International Journal for Numerical and Analytical Methods in   Geomechanics, 2018, 42(6): 809-828. (引用23，他引16)

[18]  Song F, Wang HN^*, Jiang   MJ. Analytically-based simplified formulas for circular tunnels with two   liners in viscoelastic rock under anisotropic initial stresses, Construction   and Building Materials, 2018, 175: 746-767. (引用38，他引30)

[19]  Wang HN^*, Zeng GS, Jiang MJ. Analytical stress and   displacement around non-circular tunnels in semi-infinite ground, Applied Mathematical Modelling, 2018, 63: 303-328. (引用27，他引21)

[20]    Song F, Wang HN^*, Jiang MJ. Analytical solutions for lined circular   tunnels in viscoelastic rock considering various interface conditions, Applied   Mathematical Modelling, 2018, 55: 109-130. (引用38，他引28)

[21]    Wang HN, Gong   H, Liu F, Jiang MJ^*. Size-dependent mechanical behavior of   an intergranular bond revealed by an analytical model, Computers and   Geotechnics, 2017, 89: 153-167. (引用3，他引3)

[22]  Wang HN^*, Zeng GS, Utili S,   Jiang MJ, Wu L. Analytical solution of stresses and displacements   for deeply buried twin tunnels in viscoelastic rock, International   Journal of Rock Mechanics and Mining Sciences, 2017, 93: 13-29. (引用49，他引39)

[23]  Wang HN^*, Utili S, Jiang   MJ, He P. Analytical solutions for tunnels of elliptical cross-section in rheological   rock accounting for sequential excavation, Rock   Mechanics and Rock Engineering, 2015, 48(5):   1997-2029. (引用28，他引15)

[24]  Wang HN^*, Utili S, Jiang   MJ. An approach for the sequential excavation of axisymmetric lined tunnels   in viscoelastic rock. International Journal of Rock Mechanics and Mining   Science, 2014, 68:   85-106. (引用45，他引36)

[25]  Wang HN^*, Li Y, Ni Q, Utili   S, Jiang MJ, Liu F. Analytical solutions for the construction of deeply   buried circular tunnels with two liners in rheological rock. Rock Mechanics   and Rock Engineering, 2013, 46(6): 1481-1498. (引用39，他引30)

[26]  付睿聪, 王华宁*, 蒋明镜, 杨永恒. 考虑加卸载路径的深埋水工隧道弹塑性解析解, 岩石力学与工程学报,2021,40(S2):3174-3181.

[27]  郭玉峰, 王华宁*, 蒋明镜. 水下浅埋双孔平行隧道渗流场的解析研究, 岩土工程学报, 2021, 43(06): 1088-1096.

[28]  王华宁*, 郭振宇, 高翔, 蒋明镜.含水合物地层井壁力学状态的弹塑性解析分析, 同济大学学报(自然科学版),2020,48(12):1696-1706.

[29]  胡韬, 王华宁^*, 郭振宇, 蒋明镜.深海能源土流变和非稳态多场影响的井壁稳定分析, 岩石力学与工程学报, 2020, 39(S1): 3206-3216.

[30]  王华宁^*, 宋飞, 蒋明镜. 基于时效理论解的双层支护圆形隧道围岩压力分担的简便计算法, 岩土工程学报, 2017, 39(9): 1600-1608.

[31]  王华宁^*, 骆莉莎, 蒋明镜. 流变岩体中任意形状隧道分部开挖响应的理论解答,   岩土工程学报,   2017, 39(2):259-268.

[32]    王华宁^*, 李悦, 骆莉莎, 蒋明镜, 曾广尚. 应变软化弹塑性岩体中TBM施工过程围岩力学状态的理论分析, 岩石力学与工程学报, 2016, 35(2):   356-368.

[33]  王华宁^*, 曾广尚, 李悦, 蒋明镜. 黏弹-塑性岩体中锚注与衬砌联合支护的解析解, 工程力学, 2016, 33(4): 176-187.

[34]    王华宁^*, 宋飞, 蒋明镜. 流变岩体中支护圆形隧道施工过程的时效理论解, 同济大学学报, 2016, 44(12):   1835-1844.

[35]    王华宁^*, 吴磊. 斜坡下考虑支护效应浅埋隧道力学响应的时效解答,   岩土力学,   2016, 37(增2)：83-93.

[36]    王华宁^*, 曾广尚, 蒋明镜. 流变岩体中既有隧道与新建平行隧道相互影响的理论解, 岩土工程学报, 2015, 37(8): 1365-1374.

[37]    王华宁^*, 曾广尚, 蒋明镜. 考虑岩体时效深埋隧洞施工过程的理论解析—开挖、锚喷与衬砌支护的全过程模拟与解答, 岩土工程学报, 2014, 36(7):   1334-1343.

[38]  薄英鋆, 王华宁*, 蒋明镜. 深部节理岩体开挖卸荷动力破坏机制的离散元研究, 岩土工程学报,2020,42(S2):196-201.

[39]  王华宁^*, 龚浩, 李富根, 蒋明镜. 考虑宽度与厚度的颗粒胶结模型理论分析, 岩土工程学报, 2017, 40(5):   822-831.