姓 名：王培

职称职务：教授

电子邮箱：peiwang@bocaiforum.net

一、个人简介

河北石家庄人，佐治亚理工学院博士学位，华东交通大学教授，博士生导师。主持国家自然科学基金、科技部重点研发课题、香港研究资助局等项目，在国内外高水平SCI期刊发表论文20余篇。入选国家海外引进高层次青年人才，多次受邀参加国际学术会议并做大会报告，担任SCI期刊《Journal of Zhejiang University-SCIENCE A》和《International Journal for Multiscale Computational Engineering》的客座编委和多个高水平国际期刊的审稿人。

二、所属学科及主要研究方向

主要从事宏细观土力学、岩土材料颗粒破碎、固体废弃物资源化利用、土-结构接触面、流固耦合宏细观模拟、岩土体潜蚀等方向的研究。

三、主要学习、工作经历

学习经历

2007/09－2011/06 长安大学，道路工程专业，本科

2011/09－2014/06 同济大学，隧道及地下建筑工程专业，硕士

2014/08－2018/12 佐治亚理工学院（美国），岩土专业，博士

工作经历

2019/01－2019/07 佐治亚理工学院，土木与环境工程系，研究助理

2019/09－2021/06 香港理工大学，土木与环境工程系，博士后

2021/07－2023/06 香港理工大学，土木与环境工程系，助理教授（研究）

2023/06－至今 华东交通大学，博彩论坛 ，教授

四、主要科研项目

[1] 岩土颗粒材料宏细观力学及工程应用，国家自然科学基金委员会，优秀青年科学基金项目（海外），300万，主持，在研

[2] 滨海地区水—土—结构相互作用机制与地下结构灾变分析，科技部重点研发计划课题，2023YFC3009401，715万（其中中央财政315万），主持，在研

[3] Micro-mechanical analysis of particle breakage and fines migration in methane hydrate-bearing sediments during depressurization, 香港研究资助局，面上项目，15226322,，109万港币，主持，在研

[4] 颗粒破碎对水合物沉积物力学性质和储层出砂影响的多尺度机理分析, 国家自然科学基金委员会，青年基金，42207210，30万，主持，在研

[5] Micromechanical investigation of particle size effect of granular materials with the role of particle breakage，香港理工大学，启动基金，2021/08至2023/06，25万港币，主持，结题

五、近期著作与论文

论文

[1] Song, S.X., Wang, P.*, Yin, Z.Y.*, Cheng, Y. P. (2024). Micromechanical modeling of hollow cylinder torsional shear test on sand with DEM. Journal of Rock Mechanics and Geotechnical Engineering, accepted.

[2] Wang, P., Xu, C.K., Yin, Z.Y.*, Song, S.X., Xu, C.J., Dai, S. (2024). A DEM-based Generic Modeling Framework for Hydrate-Bearing Sediments. Computers and Geotechnics, accepted.

[3] Wang, T., Wang, P.*, Yin, Z.Y. (2024). Numerical analysis of suffusion behavior under cyclic loading with coupled cfd-dem simulation.International Journal for Multiscale Computational Engineering, 22, 109-131.

[4] Wang, P., Yin, Z.Y.*, Hicher, PY, Cui Y.J. (2023). Micro‐mechanical analysis of one‐dimensional compression of clay with DEM. International Journal for Numerical and Analytical Methods in Geomechanics, 47, 2706-2724.

[5] Wang, T., Wang, P.*, Yin, Z.Y., Zhang, F. (2022). DEM-DFM modeling of suffusion in calcareous sands considering the effect of double-porosity. Computers and Geotechnics, 151, 104965.

[6] Wang, P., Yin, Z.Y.*, (2022). Effect of particle breakage on the behavior of soil-structure interface under constant normal stiffness condition with DEM. Computers and Geotechnics,147,104766.

[7] Wang, P., Ge, Y., Wang, T.*, Liu Q.W., Song, S.X, (2022) CFD-DEM modelling of suffusion in multi-layer soils with different fines contents and impermeable zones. Journal of Zhejiang University-SCIENCE A, //doi.org/10.1631/jzus.A2200108.

[8] Wang, Z.Y., Wang, P.*, Yin, Z.Y., Wang, R., (2022) Micromechanical investigation of the particle size effect on the shear strength of uncrushable granular materials. Acta Geotechnica, 17, 4277-4296.

[9] Wang, P., Yin, Z.Y.*, Wang, Z.Y., (2022) Micromechanical investigation of the particle size effect on the shear strength of uncrushable granular materials. Journal of Engineering Mechanics,148, 04021133. (ESI 高被引论文)

[10] Yin, Z.Y., Wang, P.*, (2021) Micro-mechanical analysis of caisson foundation in sand using DEM: Particle shape effect. Applied Ocean Research, 111, 102630.

[11] Wang, P., Yin, Z.Y.*, Zhou, W.H., Chen, W.B., (2021) Micro-mechanical analysis of soil –structure interface behavior under constant normal stiffness condition with DEM. Acta Geotechnica, 17, 2711–2733.

[12] Wang, P., Yin, Z.Y.*, (2020) Micro-mechanical analysis of caisson foundation in sand using DEM: Particle breakage effect. Ocean Engineering, 215, 107921.

[13] Yin, Z.Y., Wang, P.*, Zhang F.S., (2020) Effect of particle shape on the progressive failure of shield tunnel face in granular soils by coupled FDM-DEM method. Tunnelling and Underground Space Technology, 100, 103394. (ESI 高被引论文)

[14] Wang, P., Yin, Z.Y.*, (2020) Micro-mechanical analysis of caisson foundation in sand using DEM. Ocean Engineering, 203, 107240.

[15] Wang, P., Gao, N., Ji, K., Stewart, L., Arson, C.*, (2019) DEM analysis on the role of aggregates on concrete strength. Computers and Geotechnics, 119, 103290.

[16] Wang,P.*, Karatza,Z.,Arson,C., (2019)DEM modeling of sequential fragmentation of zeolite granules under oedometric compression based on XCT observations. Powder Technology, 347, 66-75.

[17] Wang, P., Arson, C.*, (2018) Energy distribution during the quasi-static confined comminution of granular materials. Acta Geotechnica, 13, 1075-1083.

[18] Wang, P., Arson, C.*, (2016) Discrete element modeling of shielding and size effects during single particle crushing. Computers and Geotechnics, 78, 227-236.

[19] Guan, L.X., Wang, P., Ding, H.B., Qin, J.L., Xu, C.J., Feng, G.H. (2024). Analysis of Settlement of an Existing Tunnel Subjected to Undercrossing Tunneling Based on the Modified Vlasov Model. International Journal of Geomechanics,24,04023300.

[20] Sun, W., Soga, K., Song, X.Y., Wang,P. (2024). Preface: Multiscale and Multiphysics Computational Modeling in Geomechanics.International Journal for Multiscale Computational Engineering,22,v-vii.

[21] Yin, Z.Y. *, Wang, P., Dai, S. (2023). Microstructures and micromechanics of geomaterials. Journal of Zhejiang University-SCIENCE A,24, 299-302.

[22] Chen, R.P., Liu, Q.W., Wang, H.L., Yin, Z.Y., Wu, H.N., Wang, P., Meng, F.Y. (2023). Evolution of the Soil Arching Effect in a Pile-Supported Embankment Considering the Influence of Particle Breakage. International Journal of Geomechanics,23, 04023101.

[23] Wang, T., Zhang, F.S., Wang, P. (2023) Experimental and numerical study of seepage-induced suffusion under K0 stress state. Journal of Zhejiang University-SCIENCE A, //doi.org/10.1631/jzus.A2200198.

[24] Peng, Y., Ding, X., Yin, Z. Y.*, Wang, P. (2022). Micromechanical analysis of the particle corner breakage effect on pile penetration resistance and formation of breakage zones in coral sand. Ocean Engineering, 259, 111859.

[25] Zhang, F.S., Wang, T., Liu, F.*, Peng, M., Bate, B., Wang, P., (2022) Hydro-mechanical coupled analysis of near-wellbore fines migration from unconsolidated reservoirs. Acta Geotechnica, 17, 3535–3551.

[26] Ji, K., Gao, N., Wang, P., Stewart, L., Arson, C.*, (2021) Finite Element model of concrete repaired by High Molecular Weight Methacrylate (HMWM).Engineering Structures, 233, 111860.

[27] 谢雄耀, 王培, 李永盛, 牛建宏, 覃晖. 甬江沉管隧道长期沉降监测数据及有限元分析. 岩土力学 35.8 (2014): 2314-2324.

六、科技奖励与专利

专利

[1] 谢雄耀，牛俊涛，王培，姜毅，唐开顺。一种模拟盾构隧道开挖装置, 2017-01-04, 中国, ZL201410032588.9

[2] 谢雄耀，卢晓智，朱侃唯，刘欢，王培。一种地下连续墙变形的测量方法, 2015-12-30, 中国, ZL201410018203.3