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何思明

时间:2009-10-12  来源: 文本大小:【 |  | 】  【打印

 

何思明

研究员 博导

 

  个人简介: 

  何思明,男,1968年生,四川省蓬溪县人,中共党员,工学博士,二级研究员,博士生导师,中国科学院山地灾害与地表过程重点实验室副主任,滑坡研究室主任。 

   招生专业: 

  岩土工程专业博士、岩土工程专业硕士 

  习与工作经历: 

  1987.9-1991.7:成都科技大学(四川大学)工程力学专业,获学士学位。 

  1996.9-1999.7:四川大学水利水电学院,获岩土工程专业硕士学位。 

  2001.9-2004.6:西南交通大学土木工程学院,获岩土工程博士学位。 

  1991.7-1996.9:中国第十九冶金建设公司建筑设计研究院,地基基础研究室。 

  1999.7-2001.9:中国第十九冶金建设公司建筑设计研究院,副总工程师。 

  2004.7-至今:中国科学院成都山地灾害与环境研究所,山地灾害与地表过程重点实验室。 

  研究方向及科研工作: 

  主要从事山地灾害(滑坡、高边坡、崩塌、滚石)形成演化机理研究与减灾关键技术研发。在边坡稳定性的极限分析与极限平衡理论;边坡预应力锚固技术;高切坡超前诊断与超前支护;崩塌滚石灾害形成演化机理与防治关键技术;强震带边坡位移控制设计与柔性防护技术;滑坡、泥石流及其复合链生灾害动力学机理-物理模型-过程模拟与定量风险评价;山地灾害与承灾体动力相互作用机理研究等方面取得具有国际先进水平的研究成果。 

  主持的科研项目: 

  [1]国家自然科学基金面上项目:边坡锚固结构耐久性与寿命预测,35万,2006-2008 

  [2]国家自然科学基金面上项目:滚石的冲击与回弹特性研究,50万,2008-2010 

  [3]国家自然科学基金面上项目:大型地震滑坡碎屑化动力学机理与定量风险研究,85万,2011-2014 

  [4]国家自然科学基金(NSFC-ICIMOD)国际合作重点项目:青藏高原高山峡谷区重大山地灾害动力演进定量预测与风险评估,198万,2017-2019 

  [5]国家自然科学基金重大项目课题:高位能岩土体超强运动与大规模山地灾害链生机制,408万,2018-2022 

  [6]国家自然科学基金面上项目:青藏高原东缘大型滑坡-堰塞湖-溃决洪水灾害链动力演进物理模型与定量预测,75万,2018-2021 

  [7]国家重点基础研究发展计划(973)专题:震后滑坡崩塌形成条件与机理,90万,2009-2011 

  [8]科技部支十二五科技支撑计划项目(课题):龙门山地震带崩塌滑坡泥石流灾害防治技术研究与示范,534万,2011-2014 

  [9]科技部重点研发计划(课题):震后泥石流成灾机理与防治工程减灾效果评价,300万,2018-2021 

  [10]四川省科技厅重点研发计划:安宁河断裂带地震次生山地灾害预判与风险,100万,2017-2018 

  社会任职、荣誉称号:

  社会任职: 四川省地震学会理事、中国水保学会滑坡泥石流专委会委员、中国岩石力学与工程学会会员 

  科学奖励:获省部级科技进步一等奖5 

  [1]汶川地震次生山地灾害形成机理与风险控制,四川省科技进步一等奖,2013 

  [2]严寒地区交通基础设施状态监测与安全控制关键技术,河北省科技进步一等奖,2016 

  [3]震后公路边坡崩塌评估与对策研究,中国公路学会一等奖,2013 

  [4]基于时空大数据的交通灾害评估预警及服务关键技术,中国公路学会一等奖,2015 

  [5]长江上游山地灾害与水土流失地图集,中国水土保持学会科学技术一等奖,2015 

  荣誉称号:中国科学院王宽诚西部学者突出贡献奖;四川省优秀共产党员;四川省有突出贡献的优秀专家;中国科学院朱月华优秀教师。 

  代表性论文、论著:

  近年来发表论文300余篇,其中SCI论文70余篇、EI论文150余篇,授权发明专利10项,出版专著6部,编制地方规范3部。 

  4年发表的学术论文 

  2018年度 

  1. Bi Y Z, Du Y J, He S M, et al. Numerical analysis of effect of baffle configuration on impact force exerted from rock avalanches[J]. Landslides, 2018, 15(5): 1029-1043. 

  2. Liu W, He S. Dynamic simulation of a mountain disaster chain: landslides, barrier lakes, and outburst floods[J]. Natural Hazards, 2018, 90(2): 757-775. 

  3. He S, Yan S, Deng Y, et al. Impact protection of bridge piers against rockfall[J]. Bulletin of Engineering Geology and the Environment, 2018: 1-10. 

  4. Bi Y Z, He S M, Du Y J, et al. Effects of the configuration of a baffle–avalanche wall system on rock avalanches in Tibet Zhangmu: discrete element analysis[J]. Bulletin of Engineering Geology and the Environment, 2018: 1-16. 

  5. Luo Y, Liu W, He S, et al. Dynamic process simulation of rainfall-induced Sanxicun landslide based on a thermo-poro-elastic approach[J]. Natural Hazards, 2018, 92(1): 415-428. 

  6. Wang D, Chen Z, He S, et al. Measuring and estimating the impact pressure of debris flows on bridge piers based on large-scale laboratory experiments[J]. Landslides, 1-15. 

  2017年度 

  1. Fan H, Zheng H, Li C, et al. A decomposition technique of generalized degrees of freedom for mixedmode crack problems[J]. International Journal for Numerical Methods in Engineering, 2017, 112(7): 803-831. 

  2. Wang D, Wu D, Ouyang C, et al. Simulation analysis of large-diameter post-installed anchors in concrete[J]. Construction and Building Materials, 2017, 143: 558-565. 

  3. Lei X, Yang Z, He S, et al. Numerical investigation of rainfall-induced fines migration and its influences on slope stability[J]. Acta Geotechnica, 2017, 12(6): 1431-1446. 

  4. Liu W, He S, Xu Q. Two-dimension coupling model to simulate water flow, sediment transport and bed evolution[J]. Hydrology Research, 2017, 48(6): 1537-1553. 

  5. Liu W, He S. A two-layer model for the intrusion of two-phase debris flow into a river[J]. Quarterly Journal of Engineering Geology and Hydrogeology, 2017: qjegh2017-071. 

  6. Luo Y, He S, Liu W. Full dynamic process simulation of landslides using a combination of limit analysis and Savage–Hutter model[J]. Environmental Earth Sciences, 2017, 76(3): 104. 

  7. Liu W, He S, Ouyang C. Twodimensional Dynamics Simulation of Twophase Debris Flow[J]. Acta Geologica Sinica (English Edition), 2017, 91(5): 1873-1883. 

  8. Liang H, He S, Lei X, et al. Dynamic process simulation of construction solid waste (CSW) landfill landslide ased on SPH considering dilatancy effects[J]. Bulletin of Engineering Geology and the Environment, 1-15. 

  9. Ouyang C, Zhao W, He S, et al. Numerical modeling and dynamic analysis of the 2017 Xinmo landslide in Maoxian County, China[J]. Journal of Mountain Science, 2017, 14(9): 1701-1711. 

  10. Liu W, He S. Simulation of two-phase debris flow scouring bridge pier[J]. Journal of Mountain Science, 2017, 14(11): 2168-2181. 

  11. Lei X, Yang Z, He S, et al. Hydro-mechanical analysis of rainfall-induced fines migration process within unsaturated soils[J]. Journal of Mountain Science, 2017, 14(12): 2603-2619. 

  2016年度 

  1. Fan H, Zheng H, He S. S–R decomposition based numerical manifold method[J]. Computer Methods in Applied Mechanics and Engineering, 2016, 304: 452-478. 

  2. He S, Liu W, Li X. Prediction of impact force of debris flows based on distribution and size of particles[J]. Environmental Earth Sciences, 2016, 75(4): 298. 

  3. Fan H, Zheng H, He S, et al. A novel numerical manifold method with derivative degrees of freedom and without linear dependence[J]. Engineering Analysis with Boundary Elements, 2016, 64: 19-37. 

  4. Liu W, He S, Li X, et al. Two-dimensional landslide dynamic simulation based on a velocity-weakening friction law[J]. Landslides, 2016, 13(5): 957-965. 

  5. Li X, Wu Y, He S, et al. Application of the material point method to simulate the post-failure runout processes of the Wangjiayan landslide[J]. Engineering Geology, 2016, 212: 1-9. 

  6. Liu W, He S. A two-layer model for simulating landslide dam over mobile river beds[J]. Landslides, 2016, 13(3): 565-576. 

  7. Bi Y, He S, Li X, et al. Effects of segregation in binary granular mixture avalanches down inclined chutes impinging on defending structures[J]. Environmental Earth Sciences, 2016, 75(3): 263. 

  8. HE S, OUYANG C, LIU W, et al. Coupled model of twophase debris flow, sediment transport and morphological evolution[J]. Acta Geologica Sinica (English Edition), 2016, 90(6): 2206-2215. 

  9. Liu W, He S, Li X. A finite volume method for two-phase debris flow simulation that accounts for the pore-fluid pressure evolution[J]. Environmental Earth Sciences, 2016, 75(3): 206. 

  10. Li X, Su L, He S, et al. Limit equilibrium analysis of seismic stability of slopes reinforced with a row of piles[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2016, 40(8): 1241-1250. 

  11. Liu W, He S, OnYang C. Dynamic process simulation with a Savage-Hutter type model for the intrusion of landslide into river[J]. Journal of Mountain Science, 2016, 13(7): 1265-1274. 

  12. Bi Y, He S, Li X, et al. Geo-engineered buffer capacity of two-layered absorbing system under the impact of rock avalanches based on Discrete Element Method[J]. Journal of Mountain Science, 2016, 13(5): 917-929. 

  2015年度 

  1. He S M, Liu W, Wang J. Dynamic simulation of landslide based on thermo-poro-elastic approach[J]. Computers & Geosciences, 2015, 75: 24-32. 

  2. Luo Y, Xu Q, He S, et al. A new method to calculate lateral force acting on stabilizing piles based on multi-wedge translation mechanism[J]. Journal of Central South University, 2015, 22(2): 654-661. 

  3. Ouyang C, He S, Tang C. Numerical analysis of dynamics of debris flow over erodible beds in Wenchuan earthquake-induced area[J]. Engineering Geology, 2015, 194: 62-72. 

  4. Wang D, Wu D, He S, et al. Behavior of post-installed large-diameter anchors in concrete foundations[J]. Construction and Building Materials, 2015, 95: 124-132. 

  5. Fan H, He S, Jiang Z. A high-order numerical manifold method with nine-node triangular meshes[J]. Engineering Analysis with Boundary Elements, 2015, 61: 172-182. 

  6. Fan H, He S. An Angle-Based Method Dealing with Vertex–Vertex Contact in the Two-Dimensional Discontinuous Deformation Analysis (DDA)[J]. Rock Mechanics and Rock Engineering, 2015, 48(5): 2031-2043. 

  7. Li X, Su L, Wu Y, et al. Seismic stability of gravity retaining walls under combined horizontal and vertical accelerations[J]. Geotechnical and Geological Engineering, 2015, 33(1): 161-166. 

  8. Wu Y, He S. Hydraulic mechanism and time-dependent characteristics of loose gully deposits failure induced by rainfall[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2015, 7(6): 708-715. 

  9. Liu W, He S, Li X. Numerical simulation of landslide over erodible surface[J]. Geoenvironmental Disasters, 2015, 2(1): 19. 

  版的学术专著:

  [1]《边坡锚固结构作用机理与耐久性设计》                2017       交通出版社     

  [2]《强震带边坡位移控制设计与柔性支护技术》           2015       交通出版社     

  [3]《崩塌滚石灾害形成演化机理与减灾关键技术研究》      2015       科学出版社     

  [4]《长江上游山地灾害与水土流失地图集》               2014       科学出版社     

  [5]《地震扰动区重大滑坡泥石流灾害防治理论与实践》      2016       科学出版社     

  联系方式: 

  通讯方式:610041,成都市人民南路49号,中国科学院成都山地灾害与环境研究所 

  电话:13688084541 

  E-mail:hsm@imde.ac.cn  

  欢迎具有数学、力学、工程地质、岩土工程、结构工程等相关专业背景的本科生、硕士研究生报考! 

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