个人简历
教育经历Education Background2000.32000.10大连理工大学水工结构工程博士1995.11998.3大连理工大学地震工程与防灾减灾硕士1991.91995.7烟台大学工业与民用建筑工作经历Work Experience2013.1至今大连理工大学教授2008.12012.12大连理工大学副教授2002.12007.12大连理工大学讲师1998.42001.12大连理工大学助教著作成果 高土石坝地震灾变模拟与工程应用 紫坪铺面板堆石坝震害分析与数值模拟 专利 一种双臂同向式动态水压力补偿装置 一种动态三轴试验试样内部局部应变测量的反向标定装置和方法 超大三轴试验中一种试样体变的实时精确测量装置 一种新型复合面板砂砾石坝的结构设计及施工方法 一种用于堆石坝的复合防渗面板结构 一种混凝土堆石坝的防渗面板抗震结构 一种用于土工三轴试验的粗粒料储料箱 一种垃圾土模拟降解沉降观测仪及其测试方法 一种高面板堆石坝抗震加固结构及其施工方法 一种混凝土堆石坝的防渗面板抗震结构及其施工方法 一种流量连续无级可调式旋转伺服阀 一种行走式高精度大量程位移检测装置部分科研项目 四川硕曲河去学水电站施工详图阶段沥青混凝土心墙堆石坝有限元反演与安全评价分析, 2018/03/01-2019/03/01, 进行 敦化抽水蓄能电站下水库沥青混凝土心墙坝应力变形有限元分析复核计算, 2017/12/30-2020/12/30, 进行 敦化抽水蓄能电站上水库沥青混凝土心墙坝应力变形有限元分析复核计算, 2017/12/30-2020/12/30, 进行 强震作用下特高土石坝多耦合体系损伤演化机理及安全评价准则研究, 国家重点研发计划, 2017/07/11, 进行 赤峰市林西东台子水库工程筑坝材料试验, 2017/06/30-2018/06/30, 进行 极震荷载下筑坝堆石料变形特性及特高堆石坝极限抗震能力研究, 国家自然科学基金, 2017/08/17, 进行 西藏澜沧江如美水电站300m级心墙堆石坝堆石料静动力特性及超大三轴试验, 2015/01/01-2017/12/01, 进行 考虑坝-基-库水体系相互作用的大石峡水利枢纽工程面板坝三维非线性静、动力精细化有限元分析, 2017/02/15-2019/02/28, 进行 晋江填海造陆工程外护岸抗震分析, 2014/10/01-2016/12/12, 进行 卡拉贝利水利枢纽工程地震数字大坝分析, 2016/12/10-2018/12/08, 完成 石岛湾核电厂址海工工程海工构筑物抗震分析数学模型试验, 2012/05/10-2016/11/05, 进行 坝基砂层离心振动试验及砂土本构模型研究和动力分析软件开发, 2016/08/10-2017/07/20, 进行 河北海兴核电厂取排水工程取水隧洞的抗震数值计算, 2016/05/15-2016/10/30, 完成 新疆阿尔塔什水利枢纽工程混凝土面板堆石坝专题研究, 2016/06/06-2017/05/31, 完成 防城港核电厂3、4号机组抗震数值模拟专题, 2016/04/01-2018/05/23, 进行 如美高心墙堆石坝计算研究, 2015/12/01-2018/12/30, 进行 面板堆石坝三维静、动力及流变计算分析, 2013/03/28-2014/05/30, 完成 筑坝堆石料静动力统一弹塑性本构模型与面板堆石坝三维反演分析系统, 2012/10/15-2014/01/25, 完成 四川硕曲河去学水电站施工详图阶段沥青混凝土心墙堆石坝静动力有限元计算分析, 2014/10/15-2016/06/25, 进行 米林水库坝体及坝基静动力抗滑失稳机理和稳定分析方法研究, 2013/11/15-2015/01/15, 完成 学术荣誉 教育部\
研究领域
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近期论文
[1]邹德高,陈楷,余翔,于逸姝,张仁饴.基于跨尺度精细方法的面板坝面板 损伤演化尺寸效应分析[J],土木与环境工程学报（中英文）,2019,41(6):36-42 [2]Kong, Xianjing,Zhou, Chenguang,Zou, Degao,Yu, Xiang.高土石坝-地基动力相互作用的影响研究[J],水利学报,2019,50(12):1417-1432 [3]Zou, Degao,Gong, Jin,Kong, Xianjing,Liu, Jingmao,Qu, Yongqian.基于无网格界面模拟方法的面板坝防渗体跨尺度分析[J],水利学报,2019,50(12):1446-1453 [4]Zou, Degao,Sui, Yi,Chen, Kai,Pan, Rong,Xiong, Jingchuan.基于 Octree-SBFEM 跨尺度模型的大型商用飞机撞击核电厂的精细化损伤演化分析[J],核动力工程,2019,40(5):140-145 [5]Ning, Fanwei,Liu, Jingmao,Kong, Xianjing,Zou, Degao.Critical State and Grading Evolution of Rockfill Material under Different Triaxial Compression Tests[J],INTERNATIONAL JOURNAL OF GEOMECHANICS,2020,20(2) [6]Zou, Degao,Sui, Yi,Chen, Kai,Yu, Xiang.A cross-scale refined damage evolution analysis of large commercial aircraft crashing into a nuclear power plant[J],STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS,2019,28(16) [7]邹德高,陈楷,刘锁,周扬.非线性比例边界有限元在面板坝分析中的应用[J],土木与环境工程学报（中英文）,2019,41(3):11-18 [8]Liu, Jingmao,Zou, Degao,Kong, Xianjing,Ning, Fanwei,Han, Jianhua.A Simple Measurement of Membrane Penetration in Gravel Triaxial Tests Based on Eliminating Soil Skeleton Plastic Deformation with Cyclic Confining Pressure Loading[J],GEOTECHNICAL TESTING JOURNAL,2019,42(4):880-896 [9]Gong, Jin,Zou, Degao,Kong, Xianjing,Qu, Yongqian,Liu, Jingmao.An extended meshless method for 3D interface simulating soil-structure interaction with flexibly distributed nodes[J],SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,2019,125 [10]孔宪京,宁凡伟,刘京茂,邹德高,周晨光.基于超大型三轴仪的堆石料缩尺效应研究[J],岩土工程学报,2018,41(2):255-261 [11]孔宪京,庞锐,徐斌,周扬,邹德高.考虑堆石料软化的坝坡随机地震动力稳定分析[J],岩土工程学报,2018,41(3):414-421 [12]许贺,邹德高,孔宪京,刘京茂.基于SBFEM的面板坝与可压缩库水动力耦合弹塑性分析方法[J],水利学报,2018,49(11):1369-1377 [13]邹德高,韩慧超,孔宪京,余翔.近断层地震动作用下面板堆石坝的加速度分布系数[J],水利学报,2018,49(10):1236-1242 [14]余翔,孔宪京,邹德高,周晨光.土石坝-覆盖层-基岩体系动力相互作用研究[J],水利学报,2018,49(11):1378-1385,1395 [15]徐惠民,高玉峰,柴永进,王景全,邹德高.坝顶开裂和水位骤降对土坝抗震稳定性影响[J],水利规划与设计,2018,11:162-166 [16]孔宪京,朱发勇,刘京茂,邹德高,宁凡伟.不同加载方向条件下堆石料剪胀特性试验研究[J],岩土力学,2018,39(11):3915-3920 [17]孔宪京,宁凡伟,刘京茂,邹德高,周晨光.应力路径和干湿状态对堆石料颗粒破碎的影响研究[J],岩土力学,2018,06:1-7 [18]邹德高,隋翊,周扬,孔宪京,刘鑫,龚涛.核电厂桥梁结构-地基动力相互作用精细化分析[J],大连理工大学学报,2018,58(4):407-413 [19]邹德高,田继荣,刘京茂,周晨光,宁凡伟.堆石料三维形状量化及其对颗粒破碎的影响[J],岩土力学,2018,39(10):3525-3530 [20]Qu YongQian,Zou DeGao,Kong XianJing,Xu Bin,Yu Xiang.A flexible various-scale approach for soil-structure interaction and its application in seismic damage analysis of the underground structure of nuclear power plants[J],SCIENCE CHINA-TECHNOLOGICAL SCIENCES,2018,61(7):1092-1106 [21]孔宪京,陈楷,邹德高,刘锁,余翔.一种高效的FE-PSBFE耦合方法及在岩土工程弹塑性分析中的应用[J],工程力学,2018,35(6):6-14 [22]徐斌,张旭,庞锐,龚瑾,邹德高.基于变形和稳定的高心墙堆石坝抗震性能分析[J],水力发电学报,2018,37(10):31-38 [23]余翔,孔宪京,邹德高,周晨光.覆盖层上土石坝非线性动力响应分析的地震波动输入方法[J],岩土力学,2018,39(5):1858-1866,1876 [24]Pang, Rui,Xu, Bin,Kong, Xianjing,Zou, Degao,Zhou, Yang.Seismic reliability assessment of earth-rockfill dam slopes considering strain-softening of rockfill based on generalized probability density evolution method[J],SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,2018,107:96-107 [25]Zou, De-Gao,Liu, Suo,Chen, Kai,Kong, Xian-Jing,Yu, Xiang.基于四叉树网格和多边形比例边界有限 元方法的岩土工程非线性静动力分析[J],岩土力学,2017,38:33-40 [26]Zou, Degao,Chen, Kai,Kong, Xianjing,Liu, Jingmao.An enhanced octree polyhedral scaled boundary finite element method and its applications in structure analysis[J],ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS,2017,84:87-107 [27]刘兴阳,邹德高,李占超.混凝土名义强度的尺寸效应研究[J],建筑材料学报,2017,20(5):680-684,764 [28]Xu, Bin,Zou, Degao,Kong, Xianjing,Zhou, Yang,Liu, Xiaoping.Concrete Slab Dynamic Damage Analysis of CFRD Based on Concrete Nonuniformity[J],INTERNATIONAL JOURNAL OF GEOMECHANICS,2017,17(9) [29]陈楷,邹德高,孔宪京,刘京茂.多边形比例边界有限单元非线性化方法及应用[J],浙江大学学报（工学版）,2017,51(10):1996-2004,2018 [30]Lu, Lu,Zou, Degao,Zhu, Ye,Dong, Yun,Zuo, Chunyuan,Wu, Yachao.AN ANALYTICAL SOLUTION FOR DYNAMIC RESPONSE OF WATER BARRIER SUBJECTED TO STRONG SHOCK WAVES CAUSED BY AN UNDERWATER EXPLOSION TO DAMS[J],POLISH MARITIME RESEARCH,2017,24(,2):111-117 [31]Lu, Lu,Kong, Xianjing,Dong, Yun,Zou, Degao,Zhou, Yang.Similarity Relationship for Brittle Failure Dynamic Model Experiment and Its Application to a Concrete Dam Subjected to Explosive Load[J],INTERNATIONAL JOURNAL OF GEOMECHANICS,2017,17(8) [32]庞锐,孔宪京,邹德高,徐斌.基于MSA法的高心墙堆石坝地震沉降易损性分析[J],水利学报,2017,48(7):866-873 [33]Zou, Degao,Han, Huichao,Liu, Jingmao,Yang, Dixiong,Kong, Xianjing.Seismic failure analysis for a high concrete face rockfill dam subjected to near-fault pulse-like ground motions[J],SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,2017,98:235-243 [34]彭兴楠,邹德高,刘京茂,周晨光.基于局部测量方法的堆石料变形特性试验研究[J],水利与建筑工程学报,2017,15(3):110-114 [35]银佳男,邹德高,孔宪京.地震作用下高面板砂砾石坝渗流-应力耦合研究[J],水利与建筑工程学报,2017,15(3):14-18 [36]Qu, Yongqian,Zou, Degao,Kong, Xianjing,Xu, Bin.A novel interface element with asymmetric nodes and its application on concrete-faced rockfill dam[J],COMPUTERS AND GEOTECHNICS,2017,85:103-116 [37]Chen, Kai,Zou, Degao,Kong, Xianjing.A nonlinear approach for the three-dimensional polyhedron scaled boundary finite element method and its verification using Koyna gravity dam[J],SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,2017,96:1-12 [38]Kong XianJing,Zhang Yu,Zou DeGao,Qu YongQian,Yu Xiang.Seismic cracking analyses of two types of face slab for concrete-faced rockfill dams[J],SCIENCE CHINA-TECHNOLOGICAL SCIENCES,2017,60(4):510-522 [39]余翔,孔宪京,邹德高.混凝土防渗墙变形与应力分布特性[J],浙江大学学报(工学版),2017,51(9):1704-1711,1734 [40]张宇,孔宪京,邹德高.高面板堆石坝地震响应比较——基于新、旧《水电工程水工建筑物抗震设计规范》[J],水力发电学报,2017,36(2):102-111 [41]Chen, Kai,Zou, Degao,Kong, Xianjing,Chan, Andrew,Hu, Zhiqiang.A novel nonlinear solution for the polygon scaled boundary finite element method and its application to geotechnical structures[J],COMPUTERS AND GEOTECHNICS,2017,82:201-210 [42]孔宪京,邹德高,徐斌.Tensile Stress Responses of CFRD Face Slabs during Earthquake Excitation and Mitigation Measures[J],International Journal of Geomechanics,2017,17(10):4017120-4017120 [43]Tang, Hongxiang,Guan, Yuhui,Zhang, Xue,Zou, Degao.Low-order mixed finite element analysis of progressive failure in pressure-dependent materials within the framework of the Cosserat continuum[J],ENGINEERING COMPUTATIONS,2017,34(2):251-271 [44]Yu, Xiang,Zou, Degao,Kong, Xianjing,Yu, Long.Large-deformation finite element analysis of the interaction between concrete cut-off walls and high-plasticity clay in an earth core dam[J],ENGINEERING COMPUTATIONS,2017,34(4):1126-1148 [45]邹德高,孔宪京.Error study of Westergaards approximation in seismic analysis of high concrete-faced rockfill dams based on SBFEM[J],Soil Dynamics and Earthquake Engineering,2017,94(0):88-91 [46]邹德高,韩慧超,孔宪京,周扬.近断层脉冲型地震动作用下面板堆石坝的动力响应[J],水利学报,2016,48(1):78-85 [47]Xu, He,Zou, Degao,Kong, Xianjing,Hu, Zhiqiang.Study on the effects of hydrodynamic pressure on the dynamic stresses in slabs of high CFRD based on the scaled boundary finite-element method[J],SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,2016,88:223-236 [48]邹德高,隋翊,周晨光,孔宪京.深厚覆盖层上核岛厂房的动力响应研究?[J],工业建筑,2016,46(10):1-5,27 [49]孔宪京,刘京茂,邹德高.堆石料尺寸效应研究面临的问题及多尺度三轴试验平台[J],岩土工程学报,2016,38(11):1941-1947 [50]Kong, Xianjing,Liu, Jingmao,Zou, Degao,Liu, Huabei.Stress-Dilatancy Relationship of Zipingpu Gravel under Cyclic Loading in Triaxial Stress States[J],INTERNATIONAL JOURNAL OF GEOMECHANICS,2016,16(4) [51]周晨光,孔宪京,邹德高,隋翊,张树茂.地震波动输入方法对高土石坝地震反应影响研究[J],大连理工大学学报,2016,56(4):382-389 [52]孔宪京,邹德高,刘京茂.高土石坝抗震安全评价与抗震措施研究进展[J],水力发电学报,2016,35(7):1-14 [53]孔宪京,张争超,邹德高,刘京茂,周扬.基于P-Z模型的直立墙振动台试验数值模拟[J],地震工程学报,2016,38(3):333-337,352 [54]刘大康,刘京茂,孔宪京,邹德高.筑坝堆石料邓肯-张模型参数确定方法的改进[J],水利与建筑工程学报,2016,14(3):91-95 [55]孔宪京,许贺,邹德高,胡志强,周扬.不同激振方向下动水压力对高面板坝面板动应力的影响[J],水利学报,2016,47(9):1153-1159 [56]孔宪京,屈永倩,邹德高,张宇,余翔.钢纤维混凝土面板堆石坝的抗震性能数值分析[J],水利学报,2016,47(7):841-849 [57]Kong XianJing,Liu JingMao,Zou DeGao.Numerical simulation of the separation between concrete face slabs and cushion layer of Zipingpu dam during the Wenchuan earthquake[J],SCIENCE CHINA-TECHNOLOGICAL SCIENCES,2016,59(4):531-539 [58]徐斌,刘小平,邹德高,孔宪京,余翔.基于混凝土不均匀性面板堆石坝面板损伤分析[J],岩土工程学报,2016,39(2):366-372 [59]周扬,邹德高,徐斌,滕晓威,孔宪京.考虑堆石料软化特性的坝坡动力稳定和滑移变形分析[J],岩土工程学报,2016,38(9):1713-1719 [60]Liu, JingMao,Zou, DeGao,Kong, XianJing,Liu, HuaBei.Stress-dilatancy of Zipingpu gravel in triaxial compression tests[J],SCIENCE CHINA-TECHNOLOGICAL SCIENCES,2016,59(2):214-224 [61]邹德高,杨小龙,刘京茂,孔宪京,周扬.西域砾岩砂砾料沥青混凝土心墙坝湿化变形数值分析[J],大连理工大学学报,2015,55(6):605-611 [62]刘卫国,骆汀汀,宋永臣,朱一铭,武朝然,李洋辉,邹德高,郭晓霞,孙翔.水合物沉积物储层稳定性综合评价[A],2015年“海洋地质、矿山资源与环境”学术研讨会,2015,316-326 [63]李云清,邹德高,董博文.心墙掺砾黏土料静力本构模型的对比分析[J],水利与建筑工程学报,2015,5:208-211 [64]Yu, Xiang,Kong, Xianjing,Zou, Degao,Zhou, Yang,Hu, Zhiqiang.Linear elastic and plastic-damage analyses of a concrete cut-off wall constructed in deep overburden[J],COMPUTERS AND GEOTECHNICS,2015,69(69):462-473 [65]刘京茂,孔宪京,邹德高.考虑振动碾压引起的颗粒破碎对堆石坝变形计算的影响[J],水利学报,2015,46(8):934-942 [66]Xu, Bin,Zou, Degao,Kong, Xianjing,Hu, Zhiqiang,Zhou, Yang.Dynamic damage evaluation on the slabs of the concrete faced rockfill dam with the plastic-damage model[J],COMPUTERS AND GEOTECHNICS,2015,65:258-265 [67]杨青坡,邹德高,李云清,杨小龙.两种残余变形模型计算结果对比分析[J],人民长江,2015,4:74-77 [68]邹德高,孔宪京.Stress-dilatancy of Zipingpu gravel in triaxial compression tests[J],Science China Technological Sciences,2015,59(2):214-224 [69]邹德高,孔宪京.Particle breakage and the critical state of sand: By Ghafghazi M., Shuttle D.A., DeJong J.T., 2014[J],Soils and Foundations,2015,54(3):451-461 [70]刘京茂,孔宪京,邹德高.接触面模型对面板与垫层间接触变形及面板应力的影响[J],岩土工程学报,2014,37(4):700-710 [71]邓学晶,亓玉成,林倩,邹德高.一地震诱发工程岩体结构面滑移概率分析[J],中国石油大学学报（自然科学版）,2014,38(6):148-152 [72]邓学晶,林倩,亓玉成,邹德高.平稳随机激励下耦合 New mark 滑移系统的可靠性分析[J],计算力学学报,2014,31(5):578-583 [73]Liu, Huabei,Zou, Degao,Liu, Jingmao.Constitutive modeling of dense gravelly soils subjected to cyclic loading[J],INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS,2014,38(14):1503-1518 [74]周晨光,孔宪京,邹德高.地震动输入方法对高土石坝地震反应的影响研究[A],中国水力发电工程学会混凝土面板堆石坝专业委员会,2014,196-202 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