姓   名

王華寧

性   別

女

出生年月

1975.7

最高學(xué)歷、學(xué)位

博士

職   稱

教授

職   務(wù)

無(wú)

電子郵箱

wanghn@tongji.edu.cn

個(gè)人簡(jiǎn)介

一、基本情況

王華寧為蘇州科技大學(xué)兼職教授，同濟(jì)大學(xué)教授、博士生導(dǎo)師，曾任中國(guó)巖石力學(xué)與工程學(xué)會(huì)環(huán)境巖土工程青年工作委員會(huì)委員，為巖土工程學(xué)報(bào)、International Journal of Rock Mechanics and Mining Science, Rock Mechanics and Rock Engineering,Tunnelling and Underground Space Technology等期刊審稿人，國(guó)家自然科學(xué)基金函評(píng)專家。2003年9月獲同濟(jì)大學(xué)工程力學(xué)專業(yè)博士學(xué)位，2003年至今在同濟(jì)大學(xué)航空航天與力學(xué)學(xué)院工作，2013年晉升教授。2021年到蘇州科技大學(xué)擔(dān)任兼職教授，為蔣明鏡教授團(tuán)隊(duì)核心人員。2012-2015年間受歐盟人才項(xiàng)目資助多次到英國(guó)華威大學(xué)、愛(ài)丁堡大學(xué)、西班牙加泰羅尼亞理工大學(xué)進(jìn)行交流訪學(xué)。獲寶鋼優(yōu)秀教師獎(jiǎng)(2021)、上海市教育系統(tǒng)三八紅旗手(2021)、全國(guó)徐芝綸優(yōu)秀教師獎(jiǎng)(2009)等。

二、主要研究領(lǐng)域及學(xué)術(shù)成就

主要研究方向?yàn)閹r土工程中解析方法與數(shù)值理論，包括流變和彈塑性巖土體中隧道穩(wěn)定性的解析和離散元方法、含水合物深海土體特性及井壁穩(wěn)定多場(chǎng)耦合解析與數(shù)值模型、顆粒材料的宏微觀關(guān)聯(lián)等。

近五年主持國(guó)家自然科學(xué)基金青年和面上項(xiàng)目共三項(xiàng)，主持海南省重點(diǎn)研發(fā)項(xiàng)目子課題一項(xiàng)；作為骨干研究人員參與一項(xiàng)“973”計(jì)劃(深部隧道TBM掘進(jìn)相關(guān))、兩項(xiàng)國(guó)家自然科學(xué)基金重點(diǎn)項(xiàng)目(深海能源土宏微觀跨尺度分析相關(guān))、一項(xiàng)中國(guó)工程科技發(fā)展戰(zhàn)略海南研究院咨詢研究項(xiàng)目和一項(xiàng)國(guó)家自然科學(xué)基金重大項(xiàng)目課題(深海土相關(guān))。曾獲上海市科技進(jìn)步三等獎(jiǎng)(排名同濟(jì)大學(xué)第二位)。近5年發(fā)表第一/通訊期刊論文41篇，其中SCI國(guó)際期刊論文25篇(其中5篇解析解方面的論文嚴(yán)格他引在20次以上)，受到同行關(guān)注、跟蹤和拓展研究。Web of Science   H 指數(shù)12。在隧道工程相關(guān)的解析方法和模型、基于解析解的力學(xué)機(jī)理分析、離散元與其他方法耦合與工程問(wèn)題分析、顆粒材料力學(xué)特性的宏微觀關(guān)聯(lián)等方面進(jìn)行多年持續(xù)探索，形成系統(tǒng)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] 付睿聰,王華寧*,蔣明鏡,楊永恒.考慮加卸載路徑的深埋水工隧道彈塑性解析解,巖石力學(xué)與工程學(xué)報(bào),2021,40(S2):3174-3181.

[27] 郭玉峰,王華寧*,蔣明鏡.水下淺埋雙孔平行隧道滲流場(chǎng)的解析研究,巖土工程學(xué)報(bào), 2021, 43(06): 1088-1096.

[28] 王華寧*,郭振宇,高翔,蔣明鏡.含水合物地層井壁力學(xué)狀態(tài)的彈塑性解析分析,同濟(jì)大學(xué)學(xué)報(bào)(自然科學(xué)版),2020,48(12):1696-1706.

[29] 胡韜,王華寧^*,郭振宇,蔣明鏡.深海能源土流變和非穩(wěn)態(tài)多場(chǎng)影響的井壁穩(wěn)定分析,巖石力學(xué)與工程學(xué)報(bào), 2020, 39(S1): 3206-3216.

[30] 王華寧^*,宋飛,蔣明鏡.基于時(shí)效理論解的雙層支護(hù)圓形隧道圍巖壓力分擔(dān)的簡(jiǎn)便計(jì)算法,巖土工程學(xué)報(bào), 2017, 39(9): 1600-1608.

[31] 王華寧^*,駱莉莎,蔣明鏡.流變巖體中任意形狀隧道分部開(kāi)挖響應(yīng)的理論解答,   巖土工程學(xué)報(bào),   2017, 39(2):259-268.

[32]    王華寧^*,李悅,駱莉莎,蔣明鏡,曾廣尚.應(yīng)變軟化彈塑性巖體中TBM施工過(guò)程圍巖力學(xué)狀態(tài)的理論分析,巖石力學(xué)與工程學(xué)報(bào), 2016, 35(2):   356-368.

[33] 王華寧^*,曾廣尚,李悅,蔣明鏡.黏彈-塑性巖體中錨注與襯砌聯(lián)合支護(hù)的解析解,工程力學(xué), 2016, 33(4): 176-187.

[34]    王華寧^*,宋飛,蔣明鏡.流變巖體中支護(hù)圓形隧道施工過(guò)程的時(shí)效理論解,同濟(jì)大學(xué)學(xué)報(bào), 2016, 44(12):   1835-1844.

[35]    王華寧^*,吳磊.斜坡下考慮支護(hù)效應(yīng)淺埋隧道力學(xué)響應(yīng)的時(shí)效解答,   巖土力學(xué),   2016, 37(增2)：83-93.

[36]    王華寧^*,曾廣尚,蔣明鏡.流變巖體中既有隧道與新建平行隧道相互影響的理論解,巖土工程學(xué)報(bào), 2015, 37(8): 1365-1374.

[37]    王華寧^*,曾廣尚,蔣明鏡.考慮巖體時(shí)效深埋隧洞施工過(guò)程的理論解析—開(kāi)挖、錨噴與襯砌支護(hù)的全過(guò)程模擬與解答,巖土工程學(xué)報(bào), 2014, 36(7):   1334-1343.

[38] 薄英鋆,王華寧*,蔣明鏡.深部節(jié)理巖體開(kāi)挖卸荷動(dòng)力破壞機(jī)制的離散元研究,巖土工程學(xué)報(bào),2020,42(S2):196-201.

[39] 王華寧^*,龔浩,李富根,蔣明鏡.考慮寬度與厚度的顆粒膠結(jié)模型理論分析,巖土工程學(xué)報(bào), 2017, 40(5):   822-831.