主要论文著作 [1] Wei W, Zhao Q, Jiang Q, et al. A new contact formulation for large frictional sliding and its implement in the explicit numerical manifold method[J]. Rock Mechanics and Rock Engineering, 2019, 53:435–451. [2] 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. [3] Wei W, Jiang Q. A modified numerical manifold method for simulation of finite deformation problem[J]. Applied Mathematical Modelling, 2017, 48. [4] 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. [5] 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. [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. |
承担的主要科研项目 [1] 原地浸矿过程中稀土矿体强度特性演化规律及矿山边坡稳定性研究，国家重点研发计划子课题项目，2019/12-2022/11 [2] 青藏高原重大滑坡动力灾变与风险防控关键技术研究, 国家重点研发计划子课题项目，2018/12-2021/11 [3] 水力耦合作用下非贯通裂隙扩展机制及流形元模拟，国家自然科学基金青年基金项目，主持，2014/1-2016/12 [3] 节理岩体中裂隙渗流-应力耦合的数值流形方法研究，中国博士后科学基金会项目，主持，2014/1-2015/12 [5] 加锚作用下非贯通裂隙扩展机制及数值流形方法模拟，中央高校基本科研业务费专项资金项目，主持，2018/1-2019/12 [6] 两河口泄水建筑物进口边坡稳定分析研究,中国电建集团成都勘测设计研究院有限公司,参与,2016/1-2016/12 [7] 常州市轨道交通1号线下穿铁路工程影响评价,中铁第四勘察设计院集团有限公司,参与,2017/1-2017/12 [8] 重庆沙坪坝区铁路枢纽综合改造工程超大基坑开挖支挡及临近既有高层建筑变形控制研究,中铁二院重庆勘察设计研究院有限责任公司,参与,2014/1-2014/12 [9] 锦屏一级水电站左岸边坡变形特征及运行期长期稳定性分析与预测,横向科研项目,中国电建集团成都勘测设计研究院有限公司,参与,2015/1至2015-12/2 |
