孙冠华  男  博导  中国科学院武汉岩土力学研究所
电子邮件: ghsun@whrsm.ac.cn
通信地址: 湖北省武汉市武昌区小洪山中区12号
邮政编码: 430071

研究领域

计算岩石力学、边坡工程与地质灾害防治等方面的理论、方法和技术研究工作


招生信息

   
招生专业
081401-岩土工程
080104-工程力学
招生方向
计算岩石力学
边坡工程与地质灾害防治

教育背景

2005-09--2010-06   中国科学院武汉岩土力学研究所   博士
2001-09--2005-06   长沙理工大学   学士
学历

研究生


学位
博士

工作经历


工作简历
2017-12~现在, 中国科学院武汉岩土力学研究所, 研究员
2015-10~2016-10,牛津大学工程科学系, 访问学者
2012-12~2017-12,中国科学院武汉岩土力学研究所, 副研究员
2011-06~2011-09,香港大学土木工程系, 研究助理
2010-07~2012-12,中国科学院武汉岩土力学研究所, 助理研究员
学术兼职
2018-11-01-今,中国岩石力学与工程学会岩石物理数学模拟专业委员会, 委员
2017-01-03-今,中国岩石力学与工程学会岩石工程设计方法分会, 理事
2015-04-30-今,中国力学学会岩土力学专业委员会, 秘书长

专利与奖励

   
奖励信息
(1) 中国岩石力学与工程学会青年科技奖金奖, 特等奖, 部委级, 2018
(2) Elsevier出版集团优秀论文奖, , 其他, 2015
(3) Elsevier出版集团优秀作者奖, , 其他, 2015
(4) 中国科学院优秀博士学位论文奖, , 院级, 2012
(5) 中国科学院院长优秀奖, , 院级, 2011
专利成果
[1] 孙冠华, 易琪, 朱开源, 杨永涛, 罗红明, 石露, 刘鑫, 吕俊达, 王娇, 孙英豪, 夏阳. 自平衡式密封塞及密封系统. CN: CN114110293A, 2022-03-01.
[2] 王娇, 骆俊晖, 陈庆林, 罗资清, 陈大地, 孙冠华. 锚孔内根键式稳固承压机构和组装方法、根键式锚索、向锚孔注浆的方法. CN: CN113136800A, 2021-07-20.
[3] 孙英豪, 骆俊晖, 孙冠华, 叶琼瑶, 杨永涛, 米德才, 邓胜强, 徐龙旺, 刘先林. 干湿交替环境下岩石崩解度试验装置及试验方法. CN: CN111122377A, 2020-05-08.
[4] 杨永涛, 米德才, 叶琼瑶, 骆俊晖, 邓胜强, 谢东, 农承尚, 孙冠华, 孙英豪, 张国华. 内倾斜根键式锚索. CN: CN210288373U, 2020-04-10.
[5] 杨永涛, 米德才, 叶琼瑶, 骆俊晖, 邓胜强, 谢东, 农承尚, 孙冠华, 孙英豪, 张国华. 内倾斜根键式锚索、向锚孔注浆的方法. CN: CN110158588A, 2019-08-23.
[6] 孙冠华, 孙英豪, 林姗, 杨永涛, 郑宏, 李春光. 可回收的砂固结锚头预应力锚杆、锚固用千斤顶及其应用方法. CN: CN109339839A, 2019-02-15.
[7] 孙冠华, 林珊, 程圣国, 郑宏. 切割装置及岩土材料直接剪切仪. CN: CN105751390A, 2016-07-13.
[8] 孙冠华, 郑宏, 杨永涛, 李伟. 锚孔内根键式承压机构和组装方法、根键式锚索、向锚孔注浆的方法. CN: CN105544392A, 2016-05-04.
[9] 孙冠华, 郑宏, 杨永涛, 郭宏伟. 根键式锚索、向锚孔注浆的方法. CN: CN105464111A, 2016-04-06.
[10] 孙冠华, 郑宏, 李春光, 陈涛. 均布荷载增压装置、三维边坡破坏模型试验装置和方法. CN: CN105388067A, 2016-03-09.
[11] 孙冠华, 郑宏, 杨永涛, 陈涛. 伸臂式抗滑桩、岩土体加固的方法. CN: CN105369798A, 2016-03-02.
[12] 孙冠华, 郑宏, 陈涛, 李春光. 极限抗剪力叠加型锚索、向锚孔注浆的方法. CN: CN105297721A, 2016-02-03.
[13] 孙冠华, 郑宏, 李春光, 陈涛. 均布荷载机构、三维边坡模型试验荷载装置和方法. CN: CN105241757A, 2016-01-13.

出版信息


发表论文
[1] Luo, Hongming, Sun, Guanhua. Modeling Structural Dynamics Using FE-Meshfree QUAD4 Element with Radial-Polynomial Basis Functions. MATERIALS[J]. 2021, 14(9): https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8125648/.
[2] Luo, Hongming, Sun, Guanhua, Liu, Lipeng, Jiang, Wei. Vertex Displacement-Based Discontinuous Deformation Analysis Using Virtual Element Method. MATERIALS[J]. 2021, 14(5): http://apps.webofknowledge.com/CitedFullRecord.do?product=UA&colName=WOS&SID=5CCFccWmJJRAuMzNPjj&search_mode=CitedFullRecord&isickref=WOS:000628368600001.
[3] Sun, Guanhua, Wang, Wei, Shi, Lu. Steady seepage analysis in soil-rock-mixture slope using the numerical manifold method. ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS[J]. 2021, 131(-): 27-40, http://dx.doi.org/10.1016/j.enganabound.2021.06.017.
[4] Wang, Haibin, Yang, Yongtao, Sun, Guanhua, Zheng, Hong. A stability analysis of rock slopes using a nonlinear strength reduction numerical manifold method. COMPUTERS AND GEOTECHNICS[J]. 2021, 129: http://dx.doi.org/10.1016/j.compgeo.2020.103864.
[5] Wang, Haibin, Sun, Guanhua, Sui, Tan. Landslide mechanism of waste rock dump on a soft gently dipping foundation: a case study in China. ENVIRONMENTAL EARTH SCIENCES[J]. 2021, 80(5): https://www.webofscience.com/wos/woscc/full-record/WOS:000625186600004.
[6] Lin, Shan, Zheng, Hong, Jiang, Wei, Li, Wei, Sun, Guanhua. Investigation of the excavation of stony soil slopes using the virtual element method. ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS[J]. 2020, 121: 76-90, http://dx.doi.org/10.1016/j.enganabound.2020.09.005.
[7] Junhui Luo, Yong Wu, Decai Mi, Qiongyao Ye, Haifeng Huang, Zhenchao Chang, Qinglin Chen, Tao Zhang, Guanhua Sun, Xueheng Wang, Yu Wang, Xianlin Liu. Analysis of the Distribution and Microscopic Characteristics and Disintegration Characteristics of Carbonaceous Rocks: A Case Study of the Middle Devonian Luofu Formation in Western Guangxi of China. ADVANCES IN CIVIL ENGINEERING[J]. 2020, 2020: https://doaj.org/article/81caaf4f4a3f4b5dacf64d43a4ccfb9c.
[8] Yang, Yongtao, Sun, Guanhua, Zheng, Hong. A high-order numerical manifold method with continuous stress/strain field. APPLIED MATHEMATICAL MODELLING[J]. 2020, 78: 576-600, http://dx.doi.org/10.1016/j.apm.2019.09.034.
[9] Jiang, Wei, Xu, Junjie, Zheng, Hong, Wang, Yanhai, Sun, Guanhua, Yang, Yongtao. Novel displacement function for discontinuous deformation analysis based on mean value coordinates. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING[J]. 2020, 121(21): 4768-4792, https://www.webofscience.com/wos/woscc/full-record/WOS:000558447600001.
[10] Yang, Yongtao, Sun, Guanhua, Zheng, Hong, Yan, Chengzeng. An improved numerical manifold method with multiple layers of mathematical cover systems for the stability analysis of soil-rock-mixture slopes. ENGINEERING GEOLOGY[J]. 2020, 264: http://dx.doi.org/10.1016/j.enggeo.2019.105373.
[11] Sun, Guanhua, Lin, Shan, Zheng, Hong, Tan, Yunzhi, Sui, Tan. The virtual element method strength reduction technique for the stability analysis of stony soil slopes. COMPUTERS AND GEOTECHNICS[J]. 2020, 119: http://dx.doi.org/10.1016/j.compgeo.2019.103349.
[12] 林姗, 杨永涛, 孙冠华, 张国华, 石露, 李伟. 弹塑性力学问题的虚单元法. 固体力学学报[J]. 2020, 41(1): 30-40, http://lib.cqvip.com/Qikan/Article/Detail?id=7101879838.
[13] 方宏伟, 孙冠华, 吴建勋. 基于LCM的水平成层边坡失稳判据. 安全与环境学报[J]. 2019, 19(4): 1135-, http://lib.cqvip.com/Qikan/Article/Detail?id=7002846129.
[14] Yang, Yongtao, Sun, Yinghao, Sun, Guanhua, Zheng, Hong. Sequential excavation analysis of soil-rock-mixture slopes using an improved numerical manifold method with multiple layers of mathematical cover systems. ENGINEERING GEOLOGY[J]. 2019, 261: http://dx.doi.org/10.1016/j.enggeo.2019.105278.
[15] Wang, Haibin, Sun, Yinghao, Tan, Yunzhi, Sui, Tan, Sun, Guanhua. Deformation characteristics and stability evolution behavior of Woshaxi landslide during the initial impoundment period of the Three Gorges reservoir. ENVIRONMENTAL EARTH SCIENCES[J]. 2019, 78(20): https://www.webofscience.com/wos/woscc/full-record/WOS:000488964800006.
[16] Yang, Yongtao, Sun, Guanhua, Zheng, Hong. Stability analysis of soil-rock-mixture slopes using the numerical manifold method. ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS[J]. 2019, 109: 153-160, [17] Li, Chunguang, Sun, Guanhua, Guo, Mingwei, Wang, Shuilin, Zheng, Hong. Permeability of porous media under confining pressure. GEOPHYSICAL JOURNAL INTERNATIONAL[J]. 2019, 216(3): 2017-2024, [18] 林姗, 郭昱葵, 孙冠华, 杨永涛, 张国华. 边坡稳定性分析的虚单元强度折减法. 岩石力学与工程学报[J]. 2019, 38(S02): 3429-3438, http://lib.cqvip.com/Qikan/Article/Detail?id=7100540574.
[19] Yang, Yongtao, Sun, Guanhua, Zheng, Hong. Modeling unconfined seepage flow in soil-rock mixtures using the numerical manifold method. ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS[J]. 2019, 108: 60-70, http://dx.doi.org/10.1016/j.enganabound.2019.08.023.
[20] Yang, Yongtao, Sun, Guanhua, Zheng, Hong, Qi, Yi. Investigation of the sequential excavation of a soil-rock-mixture slope using the numerical manifold method. ENGINEERING GEOLOGY[J]. 2019, 256(-): 93-109, http://dx.doi.org/10.1016/j.enggeo.2019.05.005.
[21] Ma, Yongzheng, Yang, Yongtao, Sun, Guanhua. Three dimensional vibration analyses using an eight-node hexahedral element with continuous nodal stress. COMPUTERS & STRUCTURES[J]. 2019, 212(-): 58-71, http://dx.doi.org/10.1016/j.compstruc.2018.10.014.
[22] Zhang, Guohua, Yang, Yongtao, Sun, Guanhua, Zheng, Hong. A mass lumping scheme for the 10-node tetrahedral element. ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS[J]. 2019, 106(-): 190-200, http://dx.doi.org/10.1016/j.enganabound.2019.04.018.
[23] Sun, Guanhua, Lin, Shan, Cheng, Shengguo, Sui, Tan, Li, Chunguang, Zheng, Hong. Mechanisms of Interaction Between an Arch Dam and Abutment Slope Using Physical Model Tests. ROCK MECHANICS AND ROCK ENGINEERING[J]. 2018, 51(8): 2483-2504, https://www.webofscience.com/wos/woscc/full-record/WOS:000440580300013.
[24] Shi, Lu, Sun, Guanhua. Improvement of the finite-element-based limit equilibrium method to include changes in groundwater: a case study of a deforming bank slope from the Three Gorges Reservoir. ENVIRONMENTAL EARTH SCIENCES[J]. 2018, 77(9): http://202.127.146.157/handle/2RYDP1HH/5337.
[25] Sun, Guanhua, Yang, Yongtao, Zheng, Hong. A Three-Node Triangular Element with Continuous Nodal Stress (Trig3-CNS) for Geometry Nonlinear Solid Mechanics Problems. INTERNATIONAL JOURNAL OF COMPUTATIONAL METHODS[J]. 2018, 15(4): http://202.127.146.157/handle/2RYDP1HH/5241.
[26] 王水林, 郭明伟, 孙冠华, 柯长仁, 李泽栋. 节理面强度弱化与强化行为的模拟. 岩石力学与工程学报[J]. 2018, 37(12): 2742-, http://lib.cqvip.com/Qikan/Article/Detail?id=6100071576.
[27] Yang, YongTao, Sun, GuanHua, Cai, KeJian, Zheng, Hong. A high order numerical manifold method and its application to linear elastic continuous and fracture problems. SCIENCE CHINA-TECHNOLOGICAL SCIENCES[J]. 2018, 61(3): 346-358, http://119.78.100.198/handle/2S6PX9GI/4236.
[28] Sun, Guanhua, Lin, Shan, Jiang, Wei, Yang, Yongtao. A Simplified Solution for Calculating the Phreatic Line and Slope Stability during a Sudden Drawdown of the Reservoir Water Level. GEOFLUIDS[J]. 2018, http://119.78.100.198/handle/2S6PX9GI/4190.
[29] 谈云志, 王乐华, 孙冠华, 肖衡林, 李丽慧, 邓华锋, 夏振尧. 第10次全国青年工程地质论坛回顾. 工程地质学报[J]. 2018, 26(6): 1743-, http://lib.cqvip.com/Qikan/Article/Detail?id=7001066860.
[30] 林姗, 李春光, 孙冠华, 王水林, 杨永涛. 二维接触问题的互补算法及工程应用. 岩土力学[J]. 2018, 39(10): 3863-, http://lib.cqvip.com/Qikan/Article/Detail?id=676452459.
[31] Li, Wei, Zheng, Hong, Sun, Guanhua. The moving least squares based numerical manifold method for vibration and impact analysis of cracked bodies. ENGINEERING FRACTURE MECHANICS[J]. 2018, 190: 410-434, http://dx.doi.org/10.1016/j.engfracmech.2017.12.025.
[32] 黄耀英, 孙冠华, 李春光, 李祥红, 左全裕, 张如强. 基于实测变形的雾江滑坡体弹-黏塑性参数反馈. 岩土力学[J]. 2017, 38(6): 1739-1745+1780, http://119.78.100.198/handle/2S6PX9GI/12111.
[33] Sun, Guanhua, Yang, Yongtao, Jiang, Wei, Zheng, Hong. Effects of an increase in reservoir drawdown rate on bank slope stability: A case study at the Three Gorges Reservoir, China. ENGINEERING GEOLOGY[J]. 2017, 221: 61-69, http://dx.doi.org/10.1016/j.enggeo.2017.02.018.
[34] Yang, Yongtao, Sun, Guanhua, Zheng, Hong. Application of the 'FE-Meshfree' QUAD4 with continuous nodal stress using radial-polynomial basis functions for vibration and geometric nonlinear analyses. ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS[J]. 2017, 78: 31-48, http://dx.doi.org/10.1016/j.enganabound.2017.02.007.
[35] Sun, Guanhua, Yang, Yongtao, Cheng, Shengguo, Zheng, Hong. Phreatic line calculation and stability analysis of slopes under the combined effect of reservoir water level fluctuations and rainfall. CANADIAN GEOTECHNICAL JOURNAL[J]. 2017, 54(5): 631-645, http://119.78.100.198/handle/2S6PX9GI/4051.
[36] Sun, Guanhua, Jiang, Wei, Cheng, Shengguo, Zheng, Hong. Optimization Model for Determining Safety Factor and Thrust Line in Landslide Assessments. INTERNATIONAL JOURNAL OF GEOMECHANICS[J]. 2017, 17(4): http://119.78.100.198/handle/2S6PX9GI/4034.
[37] T Sui, E Salvati, S Ying, G Sun, I P Dolbnya, K Dragnevski, C Prisacariu, A M Korsunsky. Strain softening of nano-scale fuzzy interfaces causes Mullins effect in thermoplastic polyurethane. SCIENTIFIC REPORTS[J]. 2017, 7(1): http://119.78.100.198/handle/2S6PX9GI/4043.
[38] 刘治军, 郑宏, 董苇, 葛修润, 孙冠华. 基于加密物理片的数值流形法中局部网格加密. 岩土力学[J]. 2017, 38(4): 1211-1217+1225, http://119.78.100.198/handle/2S6PX9GI/12168.
[39] Yang YongTao, Xu DongDong, Sun GuanHua, Zheng Hong. Modeling complex crack problems using the three-node triangular element fitted to numerical manifold method with continuous nodal stress. SCIENCE CHINA-TECHNOLOGICAL SCIENCES[J]. 2017, 60(10): 1537-1547, http://119.78.100.198/handle/2S6PX9GI/4154.
[40] Yang, Yongtao, Sun, Guanhua, Zheng, Hong. A four-node tetrahedral element with continuous nodal stress. COMPUTERS & STRUCTURES[J]. 2017, 191: 180-192, http://dx.doi.org/10.1016/j.compstruc.2017.07.001.
[41] Yang, Yongtao, Sun, Guanhua, Zheng, Hong, Fu, Xiaodong. A four-node quadrilateral element fitted to numerical manifold method with continuous nodal stress for crack analysis. COMPUTERS & STRUCTURES[J]. 2016, 177: 69-82, http://dx.doi.org/10.1016/j.compstruc.2016.08.008.
[42] Sun, Guanhua, Sui, Tan, Song, Bohang, Zheng, Hong, Lu, Li, Korsunsky, Alexander M. On the fragmentation of active material secondary particles in lithium ion battery cathodes induced by charge cycling. EXTREME MECHANICS LETTERS[J]. 2016, 9: 449-458, http://dx.doi.org/10.1016/j.eml.2016.03.018.
[43] Sun, Guanhua, Zheng, Hong, Huang, Yaoying, Xu, Hong. Improved Equal-K Method for Evaluation of Stability of Gravity Dams against Sliding along Deep-Failure Surfaces in Foundation: Case Study in China. INTERNATIONAL JOURNAL OF GEOMECHANICS[J]. 2016, 16(3): http://119.78.100.198/handle/2S6PX9GI/3882.
[44] Sun, Guanhua, Zheng, Hong, Huang, Yaoying, Li, Chunguang. Parameter inversion and deformation mechanism of Sanmendong landslide in the Three Gorges Reservoir region under the combined effect of reservoir water level fluctuation and rainfall. ENGINEERING GEOLOGY[J]. 2016, 205: 133-145, http://dx.doi.org/10.1016/j.enggeo.2015.10.014.
[45] 孙聪, 李春光, 郑宏, 孙冠华. 基于单元速度泰勒展开的上限原理有限元法. 岩土力学[J]. 2016, 37(4): 1153-1160+1170, http://119.78.100.198/handle/2S6PX9GI/12357.
[46] Yang Yongtao, Sun Guanhua, Zheng Hong, Fu Xiaodong. A four-node quadrilateral element fitted to numerical manifold method with continuous nodal stress for crack analysis. COMPUTERS AND STRUCTURES[J]. 2016, 177: 69-82, http://dx.doi.org/10.1016/j.compstruc.2016.08.008.
[47] Sun, Guanhua, Huang, Yaoying, Li, Chunguang, Zheng, Hong. Formation mechanism, deformation characteristics and stability analysis of Wujiang landslide near Centianhe reservoir dam. ENGINEERING GEOLOGY[J]. 2016, 211: 27-38, http://dx.doi.org/10.1016/j.enggeo.2016.06.025.
[48] Sun, Guanhua, Zheng, Hong, Tang, Huiming, Dai, Fuchu. Huangtupo landslide stability under water level fluctuations of the Three Gorges reservoir. LANDSLIDES[J]. 2016, 13(5): 1167-1179, http://119.78.100.198/handle/2S6PX9GI/3941.
[49] 严成增, 郑宏, 孙冠华, 葛修润. 基于FDEM-Flow研究地应力对水力压裂的影响. 岩土力学[J]. 2016, 37(1): 237-246, http://119.78.100.198/handle/2S6PX9GI/12387.
[50] 黄耀英, 包腾飞, 李春光, 孙冠华. 考虑塑性徐变的高混凝土坝实测应变转换应力探讨. 工程力学[J]. 2016, 33(9): 103-108, http://119.78.100.198/handle/2S6PX9GI/12252.
[51] Yan, Chengzeng, Zheng, Hong, Sun, Guanhua, Ge, Xiurun. Combined Finite-Discrete Element Method for Simulation of Hydraulic Fracturing. ROCK MECHANICS AND ROCK ENGINEERING[J]. 2016, 49(4): 1389-1410, http://119.78.100.198/handle/2S6PX9GI/3853.
[52] Sun, Guanhua, Cheng, Shengguo, Jiang, Wei, Zheng, Hong. A global procedure for stability analysis of slopes based on the Morgenstern-Price assumption and its applications. COMPUTERS AND GEOTECHNICS[J]. 2016, 80: 97-106, http://dx.doi.org/10.1016/j.compgeo.2016.06.014.
[53] 孙聪, 李春光, 郑宏, 孙冠华. 基于方位离散线性化的上限原理有限元法. 岩土力学[J]. 2015, 36(6): 1784-1790, http://119.78.100.198/handle/2S6PX9GI/12556.
[54] 孙聪, 李春光, 郑宏, 孙冠华, 刘治军. 同时考虑张拉及剪切破坏的边坡上限原理有限元法. 岩石力学与工程学报[J]. 2015, 2783-2791, http://119.78.100.198/handle/2S6PX9GI/12568.
[55] 严成增, 郑宏, 孙冠华, 葛修润. 粗粒料多边形表征及二维FEM/DEM分析. 岩土力学[J]. 2015, 95-103, http://119.78.100.198/handle/2S6PX9GI/12529.
[56] 孙聪, 李春光, 郑宏, 孙冠华. 基于四边形网格的边坡上限有限元法. 岩石力学与工程学报[J]. 2015, 34(1): 114-120, http://119.78.100.198/handle/2S6PX9GI/12453.
[57] Sun, Guanhua, Zheng, Hong, Huang, Yaoying. Stability analysis of statically indeterminate blocks in key block theory and application to rock slope in Jinping-I Hydropower Station. ENGINEERING GEOLOGY[J]. 2015, 186: 57-67, http://dx.doi.org/10.1016/j.enggeo.2014.09.012.
[58] 严成增, 郑宏, 孙冠华, 葛修润. 模拟水压致裂的二维FDEM-flow方法. 岩石力学与工程学报[J]. 2015, 34(1): 67-75, http://119.78.100.198/handle/2S6PX9GI/12456.
[59] 严成增, 孙冠华, 郑宏, 葛修润. 爆炸气体驱动下岩体破裂的有限元-离散元模拟. 岩土力学[J]. 2015, 36(8): 2419-2425, http://119.78.100.198/handle/2S6PX9GI/12527.
[60] 严成增, 郑宏, 孙冠华, 葛修润. 基于OpenMP的二维有限元-离散元并行分析方法. 岩土力学[J]. 2014, 35(9): 2717-2724, http://119.78.100.198/handle/2S6PX9GI/12654.
[61] 刘要来, 何雷辉, 孙冠华. 某水电站深厚覆盖层滑坡体稳定及治理分析. 中国水运:下半月[J]. 2014, 14(9): 250-252, http://lib.cqvip.com/Qikan/Article/Detail?id=662691394.
[62] 孙聪, 李春光, 郑宏, 孙冠华. 基于软化特性的三维边坡强度折减有限元分析. 岩土力学[J]. 2014, 407-413, http://lib.cqvip.com/Qikan/Article/Detail?id=89847688504849528349485356.
[63] 孙聪, 李春光, 郑宏, 孙冠华. 基于软化本构的有限元强度折减法. 岩石力学与工程学报[J]. 2014, 33(10): 2147-2153, http://lib.cqvip.com/Qikan/Article/Detail?id=662677512.
[64] 严成增, 孙冠华, 郑宏, 葛修润. 基于局部单元劈裂的FEM/DEM自适应分析方法. 岩土力学[J]. 2014, 35(7): 2064-2070, http://119.78.100.198/handle/2S6PX9GI/12681.
[65] 严成增, 孙冠华, 郑宏, 葛修润. 三维FEM/DEM中摩擦力的实施及验证. 岩石力学与工程学报[J]. 2014, 33(6): 1248-1256, http://lib.cqvip.com/Qikan/Article/Detail?id=50011074.
[66] 严成增, 郑宏, 孙冠华, 葛修润. 基于数字图像技术的岩土材料有限元-离散元分析. 岩土力学[J]. 2014, 35(8): 2408-2414, http://119.78.100.198/handle/2S6PX9GI/12667.
[67] 孙聪, 郑宏, 李春光, 孙冠华. 基于蚁群算法的严格最大剩余推力临界滑动面搜索. 岩土力学[J]. 2014, 35(10): 3021-3026, http://119.78.100.198/handle/2S6PX9GI/12633.
[68] 徐栋栋, 孙冠华, 郑宏. 接触处理Munjiza方法在数值流形法中的应用. 岩土力学[J]. 2013, 34(2): 526-534, http://119.78.100.198/handle/2S6PX9GI/12930.
[69] Zheng, Hong, Yang, Zhao Liang, Sun, Guan Hua. Extremum solutions to the limit equilibrium method subjected to physical admissibility. NATURAL HAZARDS[J]. 2013, 65(1): 79-96, http://119.78.100.198/handle/2S6PX9GI/3406.
[70] Sun, Guanhua, Zheng, Hong, Jiang, Wei. A global procedure for evaluating stability of three-dimensional slopes. NATURAL HAZARDS[J]. 2012, 61(3): 1083-1098, http://119.78.100.198/handle/2S6PX9GI/3340.
[71] 石露, 李小春, 孙冠华, 白冰. 地下矿体采动下的露天采场边坡稳定性研究. 岩土力学[J]. 2012, 33(3): 812-820, http://lib.cqvip.com/Qikan/Article/Detail?id=41077824.
[72] 孙冠华, 郑宏, 童伟. 重力坝双滑面抗滑稳定分析中抗力角的取值建议. 水力发电学报[J]. 2011, 30(3): 164-168, http://lib.cqvip.com/Qikan/Article/Detail?id=38281858.
[73] 郭印同, 赵克烈, 孙冠华, 杨春和, 马洪岭, 张桂民. 周期荷载下盐岩的疲劳变形及损伤特性研究. 岩土力学[J]. 2011, 32(5): 1353-1359, http://lib.cqvip.com/Qikan/Article/Detail?id=37718724.
[74] Guanhua Sun. A three dimensional procedure for evaluation of stability of gravity dams against deep slide in foundation. International Journal of Rock Mechanics and Mining Sciences. 2011, [75] Sun, GuanHua, Zheng, Hong, Liu, DeFu. A three-dimensional procedure for evaluating the stability of gravity dams against deep slide in the foundation. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES[J]. 2011, 48(3): 421-426, http://dx.doi.org/10.1016/j.ijrmms.2010.09.004.
[76] 杨召亮, 孙冠华, 郑宏. 基于潘氏极大值原理的边坡稳定性的整体分析法. 岩土力学[J]. 2011, 32(2): 559-563, http://lib.cqvip.com/Qikan/Article/Detail?id=36486048.
[77] Zheng, Hong, Sun, Guan Hua, Li, Chun Guang. Cauchy problem of three-dimensional critical slip surfaces of slopes. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS[J]. 2011, 35(4): 519-527, http://119.78.100.198/handle/2S6PX9GI/3278.
[78] 郭晓刚, 武卫星, 孙冠华. 嵌岩桩建筑物与地铁深基坑施工的相互影响. 土工基础[J]. 2011, 25(1): 1-3, http://lib.cqvip.com/Qikan/Article/Detail?id=37577129.
[79] 孙冠华, 郑宏, 李春光. 基于等效塑性应变的三维边坡滑面搜索. 岩土力学[J]. 2010, 627-632, http://lib.cqvip.com/Qikan/Article/Detail?id=32822595.
[80] Guanhua Sun. A practical procedure for searching critical slip surface of slopes based on the finite element-strength reduction. Computers and Geotechnics. 2009, [81] 孙冠华, 郑宏, 李春光. 基于等效塑性应变的边坡滑面搜索. 岩土力学[J]. 2008, 29(5): 1159-1163, http://lib.cqvip.com/Qikan/Article/Detail?id=27316418.
发表著作
(1) 边坡稳定性整体分析理论与方法, 科学出版社, 2019-09, 第 1 作者

科研活动


科研项目
( 1 ) 岩体多裂隙扩展的连续-非连续分析方法, 主持, 国家级, 2013-01--2015-12
( 2 ) 边坡与坝体、库水相互作用的性能演化机制, 参与, 国家级, 2011-11--2016-08
( 3 ) 中科院青年创新促进会, 主持, 部委级, 2014-01--2017-12
( 4 ) 静动荷载作用下岩石工程结构多裂隙扩展的机理研究, 参与, 国家级, 2016-01--2019-12
( 5 ) 气候变化背景下中巴经济走廊山地灾害防灾减灾研究子课题, 主持, 国家级, 2019-01--2020-12
( 6 ) 复杂条件下边坡三维严格整体分析方法与软件开发, 主持, 国家级, 2020-01--2023-12

指导学生

已指导学生

林姗  博士研究生  081401-岩土工程  

现指导学生

易琪  硕士研究生  080104-工程力学  

孙英豪  博士研究生  080104-工程力学  

王娇  硕士研究生  081401-岩土工程