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周伟
同专业博导同专业硕导
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Personal information
个人信息
电子邮箱：zw_mxx@whu.edu.cn
入职时间：2004-07-01
所在单位：水利水电学院
职务：研究生院副院长
办公地点：武汉大学水利水电学院六教6317办公室
性别：男
联系方式：
职称：教授
学科： 水工结构工程

学术荣誉：
2010: 新世纪优秀人才
2013: 全国优青
2018: ****领军人才
2018: 国家****科学基金获得者


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邮编： 通讯/办公地址： 办公室电话： 邮箱：





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周伟
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论文成果
[1]. 散粒体中的锚杆加固效应规律及作用机理分析. 武汉大学学报. 工学版. 50 (5). 2017.
[2]. 基于颗粒流程序的真三轴应力状态下堆石体的变形和强度特性研究. 岩土力学. 33 (10). 2012.
[3]. Creep analysis of high concrete-faced rockfill dam. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN BIOMEDICAL ENGINEERING. 26 (11). 2010.
[4]. Settlement analysis of the Shuibuya concrete-face rockfill dam. COMPUTERS AND GEOTECHNICS. 38 (2). 2011.
[5]. Failure analysis of high-concrete gravity dam based on strength reserve factor method. COMPUTERS AND GEOTECHNICS. 35 (4). 2008.
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专利
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著作成果
[1]. 宪法学 .四川大学出版社 .2002-01-01.
[2]. 宪法解释方法与案例研究 .法律出版社 .2007-01-01.
[3]. 禁止就业歧视的法律制度与中国的现实 .法律出版社 .2008-01-01.
[4]. 跨国公司在华直接投资及其影响研究 .武汉大学出版社 .2017-01-01.
[5]. 保险法医学 .中国检察出版社 .2000-01-01.
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周伟

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周伟

同专业博导同专业硕导

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论文成果
[1]. 散粒体中的锚杆加固效应规律及作用机理分析. 武汉大学学报. 工学版. 50 (5). 2017.
[2]. 基于颗粒流程序的真三轴应力状态下堆石体的变形和强度特性研究. 岩土力学. 33 (10). 2012.
[3]. Creep analysis of high concrete-faced rockfill dam. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN BIOMEDICAL ENGINEERING. 26 (11). 2010.
[4]. Settlement analysis of the Shuibuya concrete-face rockfill dam. COMPUTERS AND GEOTECHNICS. 38 (2). 2011.
[5]. Failure analysis of high-concrete gravity dam based on strength reserve factor method. COMPUTERS AND GEOTECHNICS. 35 (4). 2008.
[6]. A contact model based on the SQP algorithm and engineering application. APPLIED MATHEMATICS AND COMPUTATION. 198 (2). 2008.
[7]. Assessment of the crest cracks of the Pubugou rockfill dam based on parameters back analysis. GEOMECHANICS AND ENGINEERING. 11 (4). 2016.
[8]. DEM modeling of shear bands in crushable and irregularly shaped granular materials. GRANULAR MATTER. 19 (2). 2017.
[9]. Influence of Particle Shape on Behavior of Rockfill Using a Three-Dimensional Deformable DEM. JOURNAL OF ENGINEERING MECHANICS. 139 (12). 2013.
[10]. Discrete modeling of rockfill materials considering the irregular shaped particles and their crushability. ENGINEERING COMPUTATIONS. 32 (4). 2015.
[11]. Combined finite-discrete element method modeling of rockslides. ENGINEERING COMPUTATIONS. 33 (5). 2016.
[12]. Contrastive Numerical Investigations on Thermo-Structural Behaviors in Mass Concrete with Various Cements. MATERIALS. 9 (5). 2016.
[13]. Parameters inversion of high central core rockfill dams based on a novel genetic algorithm. SCIENCE CHINA-TECHNOLOGICAL SCIENCES. 59 (5). 2016.
[14]. A hygro-thermo-chemical analysis of concrete at an early age and beyond under dry-wet conditions based on a fixed model. INTERNATIONAL JOURNAL OF HEAT AND MASS TRANSFER. 115. 2017.
[15]. Effect of base roughness on size segregation in dry granular flows. GRANULAR MATTER. 18 (4). 2016.
[16]. NURBS-enhanced boundary element method based on independent geometry and field approximation for 2D potential problems. ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS. 83. 2017.
[17]. Numerical and experimental verification of a damping model used in DEM. GRANULAR MATTER. 18 (1). 2016.
[18]. Mesoscopic simulation of the dynamic tensile behaviour of concrete based on a rate-dependent cohesive model. INTERNATIONAL JOURNAL OF IMPACT ENGINEERING. 95. 2016.
[19]. Hydration properties and thermal analysis of cement-based materials containing limestone powder. JOURNAL OF CENTRAL SOUTH UNIVERSITY. 24 (12). 2017.
[20]. InSAR Observation and Numerical Modeling of the Earth-Dam Displacement of Shuibuya Dam (China). REMOTE SENSING. 8 (10). 2016.
[21]. Effects of particle size ratio on the macro- and microscopic behaviors of binary mixtures at the maximum packing efficiency state. GRANULAR MATTER. 18 (4). 2016.
[22]. Mesoscopic simulation of thermo-mechanical behaviors in concrete under frost action. CONSTRUCTION AND BUILDING MATERIALS. 157. 2017.
[23]. Macroscopic and microscopic behaviors of granular materials under proportional strain path: a DEM study. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS. 40 (18). 2016.
[24]. DEM analysis of the size effects on the behavior of crushable granular materials. GRANULAR MATTER. 18 (3). 2016.
[25]. A macro-meso chemo-physical analysis of early-age concrete based on a fixed hydration model. MAGAZINE OF CONCRETE RESEARCH. 68 (19). 2016.
[26]. Study of the effects of anisotropic consolidation on granular materials under complex stress paths using the DEM. GRANULAR MATTER. 19 (4). 2017.
[27]. A modified dynamic shear modulus model for rockfill materials under a wide range of shear strain amplitudes. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING. 92. 2017.
[28]. A geometric potential-based contact detection algorithm for egg-shaped particles in discrete element modeling. POWDER TECHNOLOGY. 327. 2018.
[29]. A fast multipole method accelerated adaptive background cell-based domain integration method for evaluation of domain integrals in 3D boundary element method. ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS. 67. 2016.
[30]. Three-dimensional DEM investigation of critical state and dilatancy behaviors of granular materials. ACTA GEOTECHNICA. 12 (3). 2017.
[31]. Remote Sensing of Deformation of a High Concrete-Faced Rockfill Dam Using InSAR: A Study of the Shuibuya Dam, China. REMOTE SENSING. 8 (3). 2016.
[32]. Safety stability research of Danjiangkou gravity dam heightened on post-period. Process in Safety Science and Technology Part A. 3. 2002.
[33]. Article InSAR observation and numerical modeling of the earth-dam displacement of shuibuya dam (China). Remote Sensing. 8 (10). 2016.
[34]. 基于有限元方法的碾压混凝土重力坝坝体体型优化研究. 水力发电学报. 0 (1003-1243). 2002.
[35]. 溪洛渡高拱坝渐进破坏过程仿真分析与稳定安全度研究. 四川大学学报. 工程科学版. 34 (1009-3087). 2002.
[36]. Safety evaluation method for anti-sliding stability of gravity dam. PROGRESS IN SAFETY SCIENCE AND TECHNOLOGY, VOL V, PTS A AND B. 5. 2005.
[37]. Long-term Deformation Control Theory of High Concrete Face Rockfill Dam and Application. 2011 ASIA-PACIFIC POWER AND ENERGY ENGINEERING CONFERENCE (APPEEC). (2157-4839). 2011.
[38]. Stability study based on buckling analysis of high arch dam. PROGRESS IN SAFETY SCIENCE AND TECHNOLOGY, VOL 4, PTS A and B. 4. 2004.
[39]. A three-dimensional stochastic granule model with real shapes and numerical simulation of rockfill behavior. ADVANCES IN DISCONTINUOUS NUMERICAL METHODS AND APPLICATIONS IN GEOMECHANICS AND GEOENGINEERING. 2012.
[40]. Safety stability research of Danjiangkou gravity dam heightened on post-period. PROGRESS IN SAFETY SCIENCE AND TECHNOLOGY, VOL III, PTS A AND B. 3. 2002.
[41]. 丹江口重力坝二期加高非线性有限元接触分析. 水电能源科学. (1000-7709). 2003.
[42]. Study of scale effect on creep deformation of rockfill. GEOMECHANICS AND GEOTECHNICS: FROM MICRO TO MACRO, VOLS 1 AND 2. 2011.
[43]. Study on stability safety of complex abutment of Jiangpinghe double-curved arch dam. PROGRESS IN SAFETY SCIENCE AND TECHNOLOGY, VOL V, PTS A AND B. 5. 2005.
[44]. Safety stability research of Danjiangkou gravity dam heightened on post-period. PROGRESS IN SAFETY SCIENCE AND TECHNOLOGY, VOL III, PTS A AND B. 3. 2002.
[45]. 散粒体中的锚杆加固效应规律及作用机理分析. 武汉大学学报(工学版). (1671-8844). 2017.
[46]. 丹江口混凝土重力坝后期加高新老混凝土结合问题研究. 水利水电技术. (1000-0860). 2003.
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著作成果
[1]. 宪法学. 四川大学出版社. 2002-01-01.

[2]. 宪法解释方法与案例研究. 法律出版社. 2007-01-01.

[3]. 禁止就业歧视的法律制度与中国的现实. 法律出版社. 2008-01-01.

[4]. 跨国公司在华直接投资及其影响研究. 武汉大学出版社. 2017-01-01.

[5]. 保险法医学. 中国检察出版社. 2000-01-01.

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