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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,研究员(2级),博士生导师,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 

  学习与工作经历: 

  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,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(危岩落石、滑坡、泥石流、冰崩与冰湖灾害等)形成演化机理与减灾关键技术研究。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;滑坡泥石流及其链生灾害动力学机理、物理模型构建与定量风险评价;山区小流域山洪泥石流灾害精细化数值预报、基于地震信号的山地灾害监测预警与参数反演、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 

  [6]中国科学院杰出科技成就奖(2020年度)(排名第2 

  荣誉称号:中国科学院王宽诚西部学者突出贡献奖;四川省有突出贡献的优秀专家;四川省学术与技术带头人;中国科学院优秀教师。 

  代表性论文、论著 

  GRLJGRWRREGLandslides等国内外知名学术刊物上发表论文300余篇,其中SCI论文100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。 

  2年发表的学术论文 

  2020年度 

  [1]Bai, X., Siming He*, Dynamic process of the massive Aru glacier collapse in Tibet. Landslides . https://xs.scihub.ltd/https://doi.org/10.1007/s10346-019-01337-x 

  [2]L Zhu, H Liang, Siming He*, W Liu, Q Zhang, G Li. Failure mechanism and dynamic processes of rock avalanche occurrence in Chengkun railway, China, on August 14, 2019. Landslides . doi.org/10.1007/s10346-019-01343-z 

  [3]W Liu, N Ju, Z Zhang, Z Chen, Siming He*, Simulating the process of the Jinshajiang landslide-caused disaster chain in October 2018. Bull Eng Geol Environ . https://xs. scihub. ltd/https://doi.org/10.1007/s10064-019-01717-6 

  [4]Shen, W., Wang, D., He, S. et al. Numerical assessment of the impeding effect of check dams in the Hongchun debris flow gully, Sichuan Province, China. Bull Eng Geol Environ . https://doi. org /10.1007/s10064-020-01755-5 

  [5]Wei Liu, Siming He*,Comprehensive modelling of runoff-generated debris flow from formation to propagation in a catchment , Landslides. DOI : 0.1007/s10346-020- 01383-w LA SL-D-19-00551R2 

  [6]Suaixin Yan,Siming He*, A reliability-based approach for the impact vulnerability assessment of bridge piers subjected to debris flows, Engineering Geology, https://doi. org/10.1016/ j.enggeo .2020.105567 

  [7]Suaixin Yan,Siming He*,et al, Design and optimisation of a protective device for bridge piers against debris flow impact,Bulletin of Engineering Geology and the Environment, DOI: 10.1007/s10064-020-01793-z 

  [8]Zhen Zhang,Siming He*, Analyzing high-frequency seismic signals generated during a landslide using source discrepancies between two landslidesEngineering GeologyDOI: 10.1016/j.enggeo.2020.105640 

  [9]Zheng Chen, Siming He*, Simulation of Effects of Particle Breakage on Sliding Surface Friction for a Hypothetical Soil Continuum Moving on an Inclined Plane, Landslides. DOI: 10.1007/s10346-020-01404-8 

  [10]Xiaoqin Lei,Siming He*,et al, A generalized  interpolation material point method for modelling coupled seepage-erosion-deformation process within unsaturates soilAdvances in Water Resource,1412020103578 

  [11]Yu Deng ,Shuaixing Yan , Gianvito Scaringi , Wei Liu , Siming He*, An empirical power density based friction law and its implications for coherent landslide mobility, Geophysical Research Letters, 10.1029/2020GL087581 

  [12]Yong Wu, Yongxiang Wang, Haim Waisman ,Siming He,Xinpo Li, Fracture of rocks in southeast Tibet mountains under hydro-thermal conditions at different elevations, Bulletin of Engineering Geology and the Environment, DOI: 10.1007/s10064-020 -01793-z 

  [13]Yu Deng, Siming He*, Gianvito Scaringi, Xiaoqin Lei, Mineralogical analysis of selective melting in giant rockslides: Bridging solid and melt frictional behavior, Journal of Geophysical Reseaech-Solid Earthdoi: 10.1029/2020JB019453 

  [14]Wei Liu, Siming He*, Zongji Yang,Modeling the landslide-generated debris flow from formation to propagation by considering the effect of vegetation, landslidesDOI 10.1007/ s10346-020-01478-4 

  [15]Wei Liu, Siming He*, Zheng Chen, Shuaixing YanYu DengEffect of viscosity changes on the motion of debris flow by considering entrainmentJournal of Hydraulic Researchdoi.org/ 10.1080 /00221686.2020.1744746 

  [16]Wei Liu,Shuaixing Yan, Siming He*A simple method for quantitative analyses of properties of an intercept dam for debris-flow mitigationEngineering Geology , DOI:10.1016 /j.enggeo.2020.105771 

  [17]Xiaoqin Lei,Siming He*,et al, Stabilized generalized interpolation material point method for coupled hydro-mechanical problemsComputational Particle Mechanics, https://doi.org /10. 1007/s40571-020-00365-y 

  [18]Wang Z F, He S M, Liu H D, et al. Formation mechanism and risk assessment of unstable rock mass at the Yumenkou tunnel entrance, Shanxi province, China[J]. Bulletin of Engineering Geology and the Environment, 2020: 1-16. 

  [19]Lei Zhu, Siming He*,Geologic structures and failure mechanisms of an excavation induced rockslide (Tibetan Plateau, China) , Bulletin of Engineering Geology and the EnvironmentDOI: 10.1007/s10064-020-02031-2 

  [20]Zhen Zhang, Fabian Walter, Brian W. McArdell, Michaela Wenner, Malgorzata Chmiel, and Siming He*, Insights from the particle impact model into the high frequency seismic signature of debris flowsGeophysical Research LettersDOI: 10.1029/2020GL088994 

  2019年度 

  [1]Zhang Z, He S, Liu W, et al. Source characteristics and dynamics of the October 2018 Baige landslide revealed by broadband seismograms. Landslides, 2019, 16(4): 777-785. 

  [2] Liu W, Wang D, Zhou J, et al. Simulating the Xinmo landslide runout considering entrainment effect. Environmental Earth Sciences, 2019, 78(19): 585. 

  [3] Liang H, He S, Chen Z, et al. Modified two-phase dilatancy SPH model for saturated sand column collapse simulations. Engineering Geology, 2019, 260: 105219. 

  [4] Bai X, Jian J, He S, et al. Dynamic process of the massive Xinmo landslide, Sichuan (China), from joint seismic signal and morphodynamic analysis. Bulletin of Engineering Geology and the Environment, 2019, 78(5): 3269-3279. 

  [5] Liang H, He S, Lei X, et al. Dynamic process simulation of construction solid waste (CSW) landfill landslide based on SPH considering dilatancy effects. Bulletin of Engineering Geology and the Environment, 2019, 78(2): 763-777. 

  [6] 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. Bulletin of Engineering Geology and the Environment, 2019, 78(4): 2267-2282. 

  [7] He S, Yan S, Deng Y, et al. Impact protection of bridge piers against rockfall. Bulletin of Engineering Geology and the Environment, 2019, 78(4): 2671-2680. 

  [8] Zhu L, Deng Y, He S. Characteristics and failure mechanism of the 2018 Yanyuan landslide in Sichuan, China. Landslides, 2019, 16(12): 2433-2444. 

  [9] Ouyang C, Liu Y, Wang D, et al. Dynamic analysis of rockfall impacts on geogrid reinforced soil and EPS absorption cushions. KSCE Journal of Civil Engineering, 2019, 23(1): 37-45. 

  [10] Zhang Z, He S. Analysis of broadband seismic recordings of landslide using empirical Green's function. Geophysical Research Letters, 2019, 46(9): 4628-4635.  

  [11] Li X, Zhao S, He S, et al. Seismic stability analysis of gravity retaining wall supporting c–φ soil with cracks. Soils and Foundations, 2019, 59(4): 1103-1111. 

  [12] Wang D, Bi Y, He S. Research on the effects of new baffles system under rock avalanches impact[C]//Geophysical Research Abstracts. 2019, 21. 

  [13] Bi Y, He S, Du Y, et al. Numerical investigation of effects of baffles-deceleration strip hybrid system on rock avalanches. Journal of Mountain Science, 2019, 16(2): 414-427. 

  [14] Wu Y, He S, Li X, et al. Dynamic response and optimization of an inclined steel rock shed by the graded energy dissipating method. Journal of Mountain Science, 2019, 16(1): 138-152. 

  [15] Liu W, He S, He Z. Simulation of landslide run-out by considering frictional heating and thermal pressurization. Journal of Mountain Science, 2019, 16(1): 122-137. 

  出版的学术专著 

  [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、地球物理、地球化学、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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