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个人简介国家级高层次人才，长安大学二级教授，博士生导师。 从事复杂山区地质灾害防治研究，擅长人类工程活动扰动和水动力滑坡灾害防治以及复杂地下工程围岩稳定控制的理论与技术。主持国家自然科学基金7项（含联合重点项目1项和面上项目5项）。获省部级特等、一等奖5项，其中：以第一完成人获河北省科技进步一等奖2项，以第二完成人获中国岩石力学与工程学会自然科学特等奖1项。发表SCI论文100余篇，出版专著及教材共7部，获2015年度领域权威期刊Landslides最佳论文奖（每年仅1篇，国内学者首次），多次入选爱思唯尔中国高被引学者和全球前2%顶尖科学家榜单。参编行业/地方标准3部，授权发明专利60余项，20余项已技术转化并成功应用。研究成果在水电、矿山及交通等领域地质灾害防治的应用成效斐然。 近年主要攻关方向： 1）高位崩/滑灾害链的断链减灾理论与技术：仪器研发；高原冰岩崩-碎屑流；韧性减灾。 2）黄土隧道/滑坡治理新技术：新型锚固增强结构与材料；多维度排水-固坡-生态一体化。 3）极端环境重大崩滑灾害机理与预测预警：高寒、高烈度、强降雨、大开挖等高边坡与大型古滑坡。 欢迎有志于地质灾害防治研究的青年教师、博士后、博士、硕士加入“西部复杂山区工程地质与灾害防治研究团队”，我们一起创新地质灾害成因理论、突破防治技术瓶颈。诚挚邀请海外优秀青年学者依托申报海外优青。 社会职务研究领域（1）复杂山区工程地质与地质灾害防治 （2）治水-固坡一体化滑坡绿色治理理论与技术 （3）高位滑坡灾害链减灾理论与技术 （4）隧道与地下工程围岩稳定控制理论与技术 开授课程（1）岩土工程勘察 （2）工程地质学 （3）岩体力学 科研项目（1）国家自然科学联合重点项目：高寒地区高陡斜坡危岩灾变机制与韧性防控方法，U23A202579，2024.1-2027.12，主持 （2）国家自然科学基金面上项目：青藏高原冰冻圈斜坡块体崩滑灾变的冻融-地震互馈作用机制，42277187，2023.1-2026.12，主持 （3）国家自然科学基金面上项目：库水作用下软硬互层反倾边坡时效弯曲倾倒机理及稳定性研究，41972297，2020.1-2023.12，主持 （4）国家自然科学基金面上项目：薄层状软硬复合岩体弯曲断裂机理及强度特征试验研究，41672300，2017.1-2020.12，主持 （5）国家自然科学基金面上项目：强震诱发拉裂-滑移型滑坡瞬态超低摩擦启动机理，41472245，2015.1-2018.12，主持 （6）国家自然科学基金面上项目：高残余应力下卸荷破裂硬岩的流变特性及时效扩展机理研究，41172243，2012.1-2015.12，主持 （7）国家自然科学基金青年科学基金项目：高地应力条件下岩石卸荷变形破坏过程的能量机制研究，40902078，2010.1-2012.12，主持 （8）天津市人社局：天津市“海河英才计划”科技创新领军人才，2018.4-2020.4，主持 （9）天津市人社局：天津市“131”创新型人才培养工程第一层次，2019.1-2020.12，主持 （10）国电建成都勘察院：雅砻江牙根二级水电站库区日依变形体稳定性及其工程影响评价，2022.7-2023.12，主持 论文1、Guo Yingquan, Huang Da*,Cen Duofeng. Crack Propagation and Coalescence Mechanism of a Rock Bridge between a Parallel Fissure Pair in a Direct Shear Test with Unloading Normal Stress, International Journal of Geomechanics, 2024, 24(1), DOI: 0.1061/IJGNAI.GMENG-7626 2、Guo Zizheng, Ferrer Joaquin Vicente, Huerlimann Marcel, Medina Vicente, Puig-Polo Carol, Yin Kunlong, Huang Da*. Shallow landslide susceptibility assessment under future climate and land cover changes: A case study from southwest China. Geoscience Frontiers, 2023,14(4): 101542 3、Huang Da, Song Yixiang, Li Zhao*, Luo Shilin, Peng Jianbing, Tomas Roberto. Working performance and mechanism of a novel upper-hollow drainage anti-slide pile under the effect of reservoir water fluctuation and precipitation. Acta Geotechnica, 2023,18(7): 3799-3824. 4、Huang Da, Li Yongqi*.Experimental investigation and failure characteristics of slit-cut method in rockburst prevention. Engineering Failure Analysis, 2023, 150, 107344 5、Li Zhao, Huang Da*. Stability analysis of a water-rich slope stabilized by a novel upper-hollow drainage anti-slide pile. Natural Hazards, 2023, 117(1): 425-446. 6、Luo Shi-lin, Huang Da*, Peng Jian-bing, Aierken Ailifeila, Li Zhao, Kuang Xi-bin, Tomás Roberto. Performance and application of a novel drainage anti-slide pile on accumulation landslide with a chair-like deposit-bedrock interface in the Three Gorges Reservoir area, China. Computers and Geotechnics, 2023, 155: 105199 8、Li Yongqi, Huang Da*. Mechanical Responses and Damage Model of Anchored Jointed Rock Mass under Fatigue Shear Load, International Journal of Geomechanics, 2023, 23(3): 04022301 9、Huang Da, Liu Yang*, Peng Jianbing, Guo Yingquan. Analysis of the effect of rock layer structure on the toppling failure evolution of soft-hard interbedded anti-dip slopes. Engineering Failure Analysis, 2023, 145, 107005 10、Zhong Zhu, Huang Da, Song Yixiang*, Cen Duofeng. Three-dimensional cracking and coalescence of two spatial-deflection joints in rock-like specimens under uniaxial compression. International Journal of Rock Mechanics and Mining Sciences, 2022, 159: 105196. 11、Guo Zizheng, Tian Bixia, Li Guangming, Huang Da*, Zeng Taorui, He Jun, Song Danqing. Loess Plateau of northwest China using three data-driven techniques-a case study from middle Yellow River catchment. Frontiers Earth Science, 2023, 10:1033085 12、Huang Wenbo, Huang Da*, Gao Yikang, et al. Effect of seepage-induced erosion on soil macropore structure. Journal of Mountain Science, 2023, 20(11): 3402-342. 13、Huang Wenbo, Huang Da*, Song Yixiang. Effect of earthquake-induced liquefaction of runout-path material on the movement of landslide. Environmental Earth Sciences, 2023, 82:555. 14、Zhong Zhu, Li Yongqi, Huang Da*. Prestress Loss Mechanism and Constitutive Model of an Anchored Joint Rock Mass Under Low-frequency Fatigue Loading, Rock Mechanics and Rock Engineering, 2022, DOI: 10.1007/s00603-022-03131-z 15、 Huang Da, Liu Yang*, Cen Duofeng*, Peng Jianbing, Zeng Bin. Mechanical Responses of Granite Under Confined Direct Tensile Testing: Fracture, Strength, Energy Conversion and Mechanism, Rock Mechanics and Rock Engineering, 2023,56:143–166 16、 Huang Da, Ma Hao*, Huang Runqiu, Peng Jianbing, Luo Shilin. Deep-seated toppling deformations at the dam site of the Miaowei Hydropower Station, Southwest China. Engineering Geology, 2022, 303:106654 17、 Huang Da, Ma Hao*, Huang Runqiu. Deep-seated toppling deformations of rock slopes in western China. Landslides, 2022, 19: 809–827 19、Huang Da, Yang Yun-Yun, Song Yi-Xiang*, Wu Zhi-Jun, Yang Yong-Tao, Tang Xuhai, Cen duofeng. Fracture behavior of shale containing two parallel veins under semi-circular bend test using a phase-field method, Engineering Fracture Mechanics, 2022, 267: 108428 20、Huang Da, Liu Yang*, Cen Duofeng, Zeng Bin, Wu Zhijun, Yang Yongtao. Effect of confining pressure on deformation and strength of granite in confined direct tension tests, Bulletin of Engineering Geology and the Environment, 2022, 81(3): 110 21、Cen Duofeng, Li Yage, Huang Da*. Mechanical behavior of the weak bedding plane within sandstone subjected to dynamic load of cyclic tension. Bulletin of Engineering Geology and the Environment, 2022,81: 424 22、 Huang Da, He Jun, Song Yixiang*, Guo Zizheng, Huang Xiaocheng, Guo Yingquan. Displacement Prediction of the Muyubao Landslide Based on a GPS Time-Series Analysis and Temporal Convolutional Network Model, Remote Sensing. 2022, 14(11), 2656 23、Liu Yang, Huang Da*, Cen Duofeng, Zhong Zhu, Gong Fengqiang, Wu Zhijun, Yang Yongtao. Tensile Strength and Fracture Surface Morphology of Granite Under Confined Direct Tension Test. Rock Mechanics and Rock Engineering, 2021, 54: 4755–4769 25、Zhu Tantan, Chen Jianxun, Huang Da*, Luo Yanbin, Li Yao, Xu Longfei. A DEM-based approach for modeling the damage of rock under freeze–thaw cycles. Rock Mechanics and Rock Engineering, 2021, 54: 2843–2858 26、Huang Da, Huang Wen-Bo, Ke Chen-Yang, Song Yi-Xiang*. Experimental investigation on seepage erosion of the soil–rock interface, Bulletin of Engineering Geology and the Environment, 2021, 80: 3115–3137 27、 Huang Da, Meng Qiu-jie, Song Yi-xiang*, Cui Sheng-hua, Cen Duo-feng. Dynamic process analysis of the Niumiangou landslide triggered by the Wenchuan earthquake using the finite difference method and a modified discontinuous deformation analysis. Journal of Mountain Science, 2021, 18:1034–1048 28、 Huang, Da; Yan, Zidai; Zhong, Zhu*, Luo, Shilin; Cen, Duofeng; Song, Yixiang; Gu, Dongming, Experimental Study on Failure Behaviour of Ligaments Between Strike-Inconsistent Fissure Pairs Under Uniaxial Compression. Rock Mechanics and Rock Engineering, 2021, 54: 1257-1275 29、Zhu Tantan, Huang, Da*, Chen Jianxun; Luo Yanbin, Xu Longfei. Experimental and Numerical Study on the Shear Strength and Strain Energy of Rock Under Constant Shear Stress and Unloading Normal Stress, Computer Modeling in Engineering & Sciences, 2021, 127(1): 79-97 30、Huang Da, Li Yan Qi, Song Yi Xiang *, Ma Wen Zhu, Ma Guo Wei. Ejection landslides triggered by the 2008 Wenchuan earthquake and movement modelling using aerodynamic theory and artificial disintegration collision technique, Environmental Earth Sciences, 2020, 79(11): 263 31、Huang Da, Luo Shi-Lin *, Zhong Zhu *, Gu Dong-Ming, Song Yi-Xiang, Roberto. Analysis and modeling of the combined effects of hydrological factors on a reservoir bank slope in the Three Gorges Reservoir area, China, Engineering Geology, 2020, 279: 105858 33、Luo Shilin, Jin Xiaoguang, Huang Da*, Kuang Xibin, Song Yixiang, Gu Dongming. Reactivation of a Huge, Deep-Seated, Ancient Landslide: Formation Mechanism, Deformation Characteristics, and Stability, Water, 2020, 12(7): 1960 34、Liu Ming-Quan, Huang Da*, Song Yi-Xiang, Cen Duo-Feng. Numerical and Theoretical Study on the Settlement of Capped Piles Composite Foundation under Embankment. Advances in civil engineering,2020, 3978780 36、 Huang Da, Guo Ying-Quan *, Cen Duo-Feng *, Zhong Zhu, Song Yi-Xiang. Experimental Investigation on Shear Mechanical Behavior of Sandstone Containing a Pre-existing Flaw Under Unloading Normal Stress with Constant Shear Stress, Rock Mechanics and Rock Engineering, 2020, 53:(8): 3779-3792 37、 Huang Da, Cen Duofeng *, Song Yixiang. Comparative investigation on the compression–shear and tension-shear behaviour of sandstone at different shearing rates. Rock Mechanics and Rock Engineering, 2020, 53(7): 3111-3131 39、 Gu Dong Ming, Huang Da *, Zhang Wen Gang, Gao Xue Cheng, Yang Chao. A 2D DEM-based approach for modeling water-induced degradation of carbonate rock. International Journal of Rock Mechanics and Mining Sciences, 2020,126: 104188； 40、 Zhong Zhu, Huang Da *, Zhang Yongfa, Ma Guowei. Experimental Study on the Effects of Unloading Normal Stress on Shear Mechanical Behaviour of Sandstone Containing a Parallel Fissure Pair, Rock Mechanics and Rock Engineering, 2020, 53: 1647–1663 41、Yang Chao, Xu Zhangxin, Huang Da *, Guo Fei. Failure mechanism of primary support for a shallow and asymmetrically loaded tunnel portal and treatment measures, Journal of Performance of Constructed Facilities, 2020, 34(1): 04019105. 42、 Gu Dongming, Liu Hanlong, Huang Da*, Zhang wengang, Gao xuech Development of a Modeling Method and Parametric Study of Seepage-Induced Erosion in Clayey Gravel, International Journal of Geomechanics, 2020,20(12): 04020219eng. 43、Luo Shi-Lin, Jin Xiao-Guang, Huang Da*. Long-term coupled effects of hydrological factors on kinematic responses of a reactivated landslide in the Three Gorges Reservoir. Engineering Geology, 2019, 216: 105271. 44、 Yang Chao, Chen Yanhua, Huang Da*, Wang Lehua. Arching Effect between the Pipes of a Pipe Umbrella Support System in a Shallow-Buried Tunnel, Ksce Journal of Civil Engineering, 2019, 23(12): 5215-5225； 45、Huang Da *, Li Yan Qi, Song Yi Xiang, Xu Qiang, Pei Xiang Jun. Insights into the catastrophic Xinmo rock avalanche in Maoxian county, China: Combined effects of historical earthquakes and landslide amplification, Engineering Geology, 2019, 258, 105158. 46、Zeng Bin, Huang Da *, Ye Shi Qiao, Chen Fuyong, Zhu Tantan, Tu Yiliang. Triaxial extension tests on sandstone using a simple auxiliary apparatus. International Journal of Rock Mechanics and Mining Sciences, 2019, 120: 29-40. IF=3.78 48、Huang Da, Zhong Zhu *, Gu Dongming. Experimental investigation on the failure mechanism of a rock landslide controlled by a steep-gentle discontinuity pair, Journal of Mountain Science, 2019, 16(6): 1258-1274. 49、Huang Da, Li Peiji, Cen Duofeng *. A novel radial cable for restraining tensile failure in steep fill-rock interfaces. Journal of Mountain Science, 2019: 1-16. 50、Huang Da, Zhu Tantan *. Experimental study on the shear mechanical behavior of sandstone under normal tensile stress using a new double-shear testing device, Rock Mechanics and Rock Engineering, 2019, 52(9): 3467-3474. 51、Tu Guoxiang, Da Huang*, Deng Hui. Reactivation of a huge ancient landslide by surface water infiltration, Journal of Mountain Science, 2019, 16(4): 806-820. 52、 Zhu Tantan, Huang Da*. Experimental investigation of the shear mechanical behavior of sandstone under unloading normal stress. International Journal of Rock Mechanics and Mining Sciences, 2019, 114:186-194. 53、Zhu Tantan，Huang Da*. Influences of the diameter and position of the inner hole on the strength and failure of disc specimens of sandstone determined using the brazilian split test. Journal of Theoretical and Applied Mechanics, 2019, 57: 127-140. 54、Huang Da, Song Yixiang *, Ma Guowei, Pei Xiangjun. Numerical modeling of the 2008 Wenchuan earthquake-triggered Niumiangou landslide considering effects of pore-water pressure. Bulletin of Engineering Geology and the Environment, 2019, 78(7): 4713–4729. 55、Zheng Yong, Huang Da *, Zhengwei Zhu*, Wanjie Li. Experimental study on a parallel-series connected fiber-optic displacement sensor for landslide monitoring. Optics and Lasers in Engineering, 2018, 111: 236-245. IF=4.059 56、Huang Da, Gu Dongming *, Yi Xiangsong, Duo Fengcen, Bin Zeng. Towards a complete understanding of the triggering mechanism of a large reactivated landslide in the Three Gorges Reservoir. Engineering Geology, 2018, 238: 36–51. 57、 Huang Da, Zhu Tantan *. Experimental and numerical study on the strength and hybrid fracture of sandstone under tension-shear stress. Engineering Fracture Mechanics, 2018, 200: 387-400. 58、Zheng Yong, Huang Da *, Zhengwei Zhu. Theoretical and experimental study on fiber-optic displacement sensor with bowknot bending modulation. Optical Fiber Technology, 2018, 41: 12-20. 59、Zheng Yong, Huang Da *. A new deflection solution and application of the FBG-based inclinometer for monitoring the internal displacements in slopes. Measurement Science and Technology, 2018, 29(5): 055008 60、 Gu Dong Ming, Huang Da *, Yang Wei Dong, Zhu Ji Liang, Fu Guo Yan.Understanding the triggering mechanism and possible kinematic evolution of a reactivated landslide in the Three Gorges Reservoir. Landslides, 2017, 14(6): 2073–2087. 61、Huang Da, Gu Dongming *. Influence of filling-drawdown cycles of the Three Gorges reservoir on deformation and failure behaviors of anaclinal rock slopes in the Wu Gorge. Geomorphology, 2017, 295: 489-506. 62、Cen Duofeng, Huang Da *. Direct Shear Tests of Sandstone Under Constant Normal Tensile Stress Condition Using a Simple Auxiliary Device. Rock Mechanics and Rock Engineering, 2017, 50: 1425-1438. 63、Cen Duofeng, Huang Da *, Ren Feng. Shear deformation and strength of the interphase between the soil–rock mixture and the benched bedrock slope surface. Acta Geotechnica, 2017, 12(2): 391-413； 64、Cen Duofeng, Huang Da *. Identification Method of Deformation Localization in DEM-Simulated Granular Geomaterials Based on Contact Deformations. International Journal of Geomechanics，2017, 17(11): 06017019-1-11； 65、 Song Yixiang, Huang Da *, Zeng Bin. GPU-based parallel computation for discontinuous deformation analysis (DDA) method and its application to modelling earthquake-induced landslide. Computers and Geotechnics, 2017, 86: 80-94 66、Huang Da, Zeng Bin *. Influence of Double-O-Tube Shield Rolling on Soil Deformation during Tunneling. International Journal of Geomechanics, 2017, 17(11): 04017105-1-19. 67、Huang Da *, Gu Dongming, Yang Chao, Huang Runqiu, Fu Guoyang. Investigation on Mechanical Behaviors of Sandstone with Two Preexisting Flaws under Triaxial Compression. Rock mechanics and Rock Engineering, 2016, 49(2): 375-399. 68、Huang Da *, Song Yixiang, Cen Duofeng, Fu Guoyang. Numerical Modeling of Earthquake-Induced Landslide Using an Improved Discontinuous Deformation Analysis Considering Dynamic Friction Degradation of Joints. Rock Mechanics and Rock Engineering, 2016, 49(12): 4767-4786. 69、Gu Dongming, Huang Da *. A complex rock topple-rock slide failure of an anaclinal rock slope in the Wu Gorge, Yangtze River, China. Engineering Geology, 2016, 208(24): 165-180. 70、Song Yixiang, Huang Da *, Cen Duofeng. Numerical modelling of the 2008 Wenchuan earthquake-triggered Daguangbao landslide using a velocity and displacement dependent friction law. Engineering Geology, 2016,215 : 50-68. 71、Zeng Bin, Huang Da *. Soil deformation induced by Double-O-Tube shield tunneling with rolling based on stochastic medium theory. Tunnelling and Underground Space Technology, 2016, 60: 165-177 72、Huang Da*, Liu Jie. Upper-bound Limit Analysis on Seismic Rotational Stability of Retaining Wall. KSCE Journal of Civil Engineering, 2016, 20(7): 2664-2669. 73、 Zeng Bin, Huang Da *, He Jun. Analysis of double-O-tube shield tunneling-induced soil deformation due to ground loss, Géotechnique Letters, 2016, 6(1): 1-9. 74、Huang Da *, Duofeng Cen, Guowei Ma, Runqiu Huang. Step-path failure of rock slopes with intermittent joints. Landslides, 2015: 12（5）：911-926. 76、Li Yanrong, Huang Da *, Li Xi’an. Strain Rate Dependency of Coarse Crystal Marble Under Uniaxial Compression: Strength, Deformation and Strain Energy. Rock Mechanics and Rock Engineering, 2014, 47(2):453-466 77、Huang Da, Li Yanrong *. Conversion of strain energy in triaxial unloading tests on marble. International Journal of Rock Mechanics and Mining Sciences, 2014, 66: 160-168 （1）黄达，岑夺丰，张俊文. 岩体卸荷力学与工程，科学出版社，2023 （2）黄达，宋宜祥，岑夺丰.强震诱发高速远程滑坡动力过程及数值模拟，科学出版社，2020 （3）张俊文，黄达.深部卸压开采力学原理与技术，科学出版社，2022 科技成果（1）岩体高边坡灾害防控关键理论与技术 建立了强卸荷扰动岩体高边坡破坏机制与强度理论体系，揭示了高边坡岩体裂隙三维扩展与贯通破坏演化模式，提出了峡谷高边坡深层倾倒的成因机制与稳定性评价方法体系，提出岩体高边坡破裂监测识别方法体系，建立了高寒地区露天矿山大规模开采高边坡冻融-振动耦合灾变机制，发明了高寒地区岩体裂隙防冻胀防渗轻型高塑性充填材料。破解了锦屏一级水电站深部卸荷裂隙的成因机制，为锦屏、苗尾等十余个水电站枢纽区高边坡和内蒙白云鄂博露天铁矿等多个矿山高边坡稳定性评价及加固设计提供了理论与技术支撑。相关研究成果“裂隙岩体高边坡灾害防控关键理论、方法与技术及应用”获2020年度河北省科技进步一等奖（排名第一），“高应力环境下岩石高边坡卸荷破坏机理及稳定性评价基础理论”获2018年度中国岩石力学与工程学会自然科学特等奖（排名第二）。 （2）水力驱动型滑坡安全评价与绿色治理关键理论与技术 丰富了水电库区古滑坡复活的库水-地质耦合控制机制及考虑渗流-浮托主控性的稳定性计算方法，提出水动力间歇性复活型古滑坡预测预警的变形“跳跃”段速率、加速度、幅度累积效应方法体系，创新了水的侵蚀-软化物理化学机制和离散元数值模拟方法，发明了浅埋柔性生态排水沟、透水生态挡土墙、集排水型抗滑桩等表-浅-深多维度排水-抗滑一体化水动力型滑坡绿色治理技术，发明了自平衡格构抛石等岸坡生态防护技术。为三峡库区巫山、奉节、万州等地约20余个滑坡和杭温铁路、京秦高速等十余条交通线路滑坡安全评价与绿色治理提供了重要的理论与技术支撑。相关研究成果“重大工程水力驱动型滑坡智能管控与绿色治理关键技术”获2023年度河北省科技进步一等奖（排名第一）。 荣誉奖励1、国家级高层次人才，2023。 2、重大工程水力驱动型滑坡智能管控与绿色治理关键技术，河北省科技进步一等奖，2023，排名第1 3、裂隙岩体高边坡灾害防控关键理论、方法与技术及应用，河北省科技进步一等奖，2020，排名第1 4、高应力环境下岩石高边坡卸荷破坏机理及稳定性评价基础理论，中国岩石力学与工程学会自然科学特等奖，2018，排名第2 5、岩体结构面扩展机制及强度的理论和方法研究，山西省自然科学二等奖，2019，排名第3 6、Huang D*, Cen DF, Huang RQ, Ma GW. Step-path failure of rock slopes with intermittent joints. Landslides, 12(5): 911-926，Landslides Best Paper Award 2015（全球每年仅一篇论文入选），2017 7、雨水作用下公路滑坡机理与灾害防治关键技术，中国公路学会科技进步一等奖，2021，排名第4 8、爱思唯尔中国高被引学者，2020，2022，2023 9、全球前2%顶尖科学家年度科学影响力排行榜，2022，2023 工作经历重庆大学（2008-2017）；河北工业大学（2018-2023）；长安大学（2023-至今） |