
【姓名】位伟
【职称】副教授
【地址】湖北省武汉大学土木建筑工程学院
【邮箱】weiwei_276@whu.edu.com
【单位】
【电话】
【传真】
1)边坡稳定分析与滑坡灾害防治
2)岩土工程数值计算方法
[1] Wei W, Zhao Q, Jiang Q, et al. Three new boundary conditions for the seismic response analysis of geomechanics problems using the numerical manifold method[J]. International Journal of Rock Mechanics & Mining Sciences, 2018, 105:110-122.
[2] Wei W, Jiang Q. A modified numerical manifold method for simulation of finite deformation problem[J]. Applied Mathematical Modelling, 2017, 48. (SCI一区)
[3] Wei W, Jiang Q, Peng J. New Rock Bolt Model and Numerical Implementation in Numerical Manifold Method[J]. International Journal of Geomechanics, 2016, 17(5):E4016004. (ESI高被引论文)
[4] Wei W, Lu R, Jiang Q. Kinetic energy dissipation and convergence criterion of Numerical Manifold Method. Proceedings of the 3rd ISRM SINOROCK 2013 Symposium. 2013; 6: 589-592.
[5] Ruili Lu, Wei Wei*, Dongpuo Sun. Analysis of Seepage Field in Multistage Tailing Dams Area based on Drainage System[J]. Disaster Advanced, 2013, 7(6):73-81
[6] Jiang Q, Wei W, Xie N, et al. Stability analysis and treatment of a reservoir landslide under impounding conditions: a case study[J]. Environmental Earth Sciences, 2016, 75(1): [7] Zhou C, Jiang Q, Wei W, et al. Safety monitoring and stability analysis of left bank high slope at Jinping-I hydropower station[J]. Quarterly Journal of Engineering Geology and Hydrogeology, 2016, 49(4): 308-321.
[8] Jiang Q, Qi Z, Wei W, et al. Stability assessment of a high rock slope by strength reduction finite element method[J]. Bulletin of Engineering Geology and the Environment, 2015, 74(4): 1153-1162.
[9] Jiang Q, Liu X, Wei W, et al. A new method for analyzing the stability of rock wedges[J]. International Journal of Rock Mechanics and Mining Sciences, 2013, 60: 413-422.
[10] Jiang Q, Zhang Z, Wei W, et al. Research on triggering mechanism and kinematic process of Qianjiangping Landslide[J]. Disaster Advances, 2012, 5(4): 631-636.
[11] 位伟,姜清辉,周创兵. 基于有限变形理论的数值流形方法研究[J]. 力学学报,2014,46(1):78 -86.
[12] 位伟,姜清辉,周创兵. 节理面附近锚杆力学模型及其数值流形方法应用[J]. 工程力学, 2014 ,31(11): 70-78
[13] 路瑞利, 孙东坡, 位伟*. 排渗系统对尾矿库填筑期渗流场的影晌[J]. 应用基础与工程科学学报. 2013, 21(3): 532-543
[14] 位伟,姜清辉,周创兵.数值流形方法的阻尼、收敛准则以及开挖模拟,岩土工程学报,2012, 34(11): 2011~2018.
[15] 姜清辉, 刘献华, 位伟,等. 岩质边坡楔体稳定分析与临界滑面搜索[J]. 岩石力学与工程学报, 2013, 32(1):24-32.