个人简历
教育经历Education Background1986.11990.3大连理工大学水工结构博士1980.11983.1大连工学院抗震硕士1977.91980.7大连工学院水工工作经历Work Experience1983.7至今大连工学院水利系教师1970.81977.3森林警察部队吉林省支队中队长1969.41970.8吉林省安图县下乡知青课题组简介30多年来，紧密结合我国重大工程建设需求，形成了团队的三大研究领域：高坝工程、核电厂工程和海洋地基与基础工程，并衍生出5个主要研究方向：岩土材料力学特性及本构模型、精细化计算理论及数值方法、高坝工程抗震安全评价、核电厂工程抗震安全评价和海洋地基与基础工程安全评价。在研究平台建设方面，成功研制了包含我国第一台超大型三轴仪在内的多尺度系列三轴仪和我国第一台水下地震模拟振动台，研发了具有完全自主知识产权的大规模高性能软件系统。著作成果 高土石坝地震灾变模拟与工程应用 混凝土面板堆石坝抗震性能 紫坪铺面板堆石坝震害分析与数值模拟 专利 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及其施工方法 一种混凝土堆石坝的防渗面板抗震结构 一种高面板堆石坝抗震加固结构及其施工方法 一种垃圾土模拟降解沉降观测仪及其测试方法 一种垃圾土模拟降解沉降观测仪 一种用于混凝土面板堆石坝的面板抗震结构及其施工方法 一种轨道式动三轴仪 一种用于土工三轴试验的粗粒料储料箱 一种模拟地震、波浪、海流联合作用的大型模拟试验系统 超大三轴试验中一种试样体变的实时精确测量装置 一种行走式高精度大量程位移检测装置科研项目 300m级高混凝土面板堆石坝安全性及关键技术研究, 2012/05/24-2014/12/31, 完成 基于超大型三轴仪的堆石料尺寸效应试验研究, 国家自然科学基金, 2016/08/17, 进行 高土石坝抗震性能及抗震安全研究专题:土石坝抗震资料与规范调研土石坝抗震措施研究, 2010/01/01-2011/02/01, 完成 伊江上游水电项目密松水电站混凝土面板堆石坝、心墙土石坝三维有限元静动力应力应变计算分析, 2009/12/01-2010/05/30, 完成 陆丰核电厂一期工程海域工程结构断面抗震试验与分析研究, 2010/04/01-2012/04/30, 完成 核电厂排取水构筑物地震响应特征和破坏机理研究, 公益性行业科研专项, 2011/01/01, 完成 高土石坝抗震性能及抗震安全研究, 纵向合同, 2012/12/29-2011/02/28, 完成 城市垃圾填埋场地震稳定性评价方法研究, 辽宁省高等学校科研计划项目, 2008/01/01-2010/12/31, 完成 强震时超高面板坝面板破损机理及其抗震对策研究, 国家自然科学基金, 2013/09/25-2017/12/31, 完成 高坝、地下结构及大型洞室群地震灾变集成研究, 国家自然科学基金, 2012/09/25-2015/12/31, 完成 地震作用下核电厂工程结构的功能失效机理及抗震安全评价, 国家自然科学基金, 2011/09/25-2016/12/31, 完成 地震作用下土工格室挡土墙的破坏机理及抗震性能研究, 国家自然科学基金, 2010/09/25-2013/12/31, 完成 高土石坝地震灾变模拟及安全控制方法研究, 国家自然科学基金, 2008/09/25-2012/12/31, 完成 强震区高土石坝抗震措施研究, 国家自然科学基金, 2006/09/25-2009/12/31, 完成 深海土与基础相互作用和海底结构安全设计, 国家自然科学基金, 2018/12/04, 进行 大渡河硬梁包水电站（闸）坝及基础砂层动力数值模拟分析服务, 2018/09/07-2019/08/31, 进行 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 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 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 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 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 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 如美高心墙堆石坝计算研究, 国家科技支撑计划项目, 2015/12/28, 完成 如美高心墙堆石坝计算研究, 2015/12/01-2018/12/30, 进行 石岛湾核电厂海工构筑物地基土静、动三轴试验, 2015/10/20-2015/11/15, 进行 阳江核电厂取排水工程施工阶段排水箱涵结构三维有限元抗震安全性评价, 2015/06/02-2015/07/02, 完成 新疆大石门水利枢纽工程混凝土面板及沥青混凝土心墙砂砾石堆石坝筑坝材料试验和坝体动静力计算分析, 2015/04/20-2016/04/20, 完成 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 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 晋江填海造陆工程外护岸抗震分析, 2014/10/01-2016/12/12, 进行 红沿河核电二期取水隧洞抗震安全评价, 2014/04/30-2014/05/30, 完成 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 米林水库坝体及坝基地震动力反应及抗震措施计算分析, 2013/11/15-2014/06/15, 完成 米林水库坝基砂层液化评估分析, 2013/11/15-2015/01/01, 完成 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 2012年度教育部新世纪优秀人才支持计划, 教育部新世纪优秀人才支持计划项目, 2012/12/26-2016/06/01, 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 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 特高砂砾石面板坝抗震稳定性分析及抗震措施研究, 2010/06/01-2011/05/15, 完成 学术荣誉 教育部跨世纪优秀人才基金获得者 2017当选：中国工程院院士 科研奖励 水力发电工程学会科技进步奖 国家科技进步奖 科技进步奖 国家科学技术进步奖 2010年辽宁省科技进步奖 大连市科技进步一等奖 高等学校科学技术奖 大禹水利科学技术奖 大禹水利科学技术奖 大禹水利科学技术一等奖 2016年水力发电科学技术奖 2016年水力发电科学技术奖 2015年度水力发电科学技术奖 水力发电科学技术奖
研究领域
土石坝和核电厂海域工程等土工构筑物抗震研究与工程实践""
近期论文
[1]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 [2]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 [3]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) [4]Song, Yongchen,Luo, Tingting,Madhusudhan, B. N.,Sun, Xiang,Liu, Yu,Kong, Xianjing,Li, Yanghui.Strength behaviors of CH4 hydrate-bearing silty sediments during thermal decomposition[J],JOURNAL OF NATURAL GAS SCIENCE AND ENGINEERING,2019,72 [5]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 [6]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 [7]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 [8]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 [9]Pang, Rui,Xu, Bin,Zhang, Xu,Zhou, Yang,Kong, Xianjing.Seismic performance investigation of high CFRDs subjected to mainshock-aftershock sequences[J],SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,2019,116:82-85 [10]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 [11]Chen, Kai,Zou, Degao,Kong, Xianjing,Zhou, Yang.Global concurrent cross-scale nonlinear analysis approach of complex CFRD systems considering dynamic impervious panel-rockfill material-foundation interactions[J],SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,2018,114:51-68 [12]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 [13]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 [14]Xu, Bin,Zhou, Yang,Zhou, Chenguang,Kong, Xianjing,Zou, Degao.Dynamic responses of concrete-faced rockfill dam due to different seismic motion input methods[J],INTERNATIONAL JOURNAL OF DISTRIBUTED SENSOR NETWORKS,2018,14(10) [15]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 [16]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 [17]Xu, He,Zou, Degao,Kong, Xianjing,Hu, Zhiqiang,Su, Xiaohui.A nonlinear analysis of dynamic interactions of CFRD-compressible reservoir system based on FEM-SBFEM[J],SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,2018,112:24-34 [18]Zhou, Yang,Xu, Bin,Pang, Rui,Zou, Degao,Kong, Xianjing.Stochastic seismic response and stability reliability analysis of a vertical retaining wall in front of the pumping station of a nuclear power plant using the probability density evolution method[J],NUCLEAR ENGINEERING AND DESIGN,2018,334:110-120 [19]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 [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]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 [23]Pang, Rui,Xu, Bin,Zou, Degao,Kong, Xianjing.Stochastic seismic performance assessment of high CFRDs based on generalized probability density evolution method[J],COMPUTERS AND GEOTECHNICS,2018,97:233-245 [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]Chen, Kai,Zou, Degao,Kong, Xianjing,Yu, Xiang.An efficient nonlinear octree SBFEM and its application to complicated geotechnical structures[J],COMPUTERS AND GEOTECHNICS,2018,96:226-245 [26]Liu, Jingmao,Zou, Degao,Kong, Xianjing.Three-Dimensional Scaled Memory Model for Gravelly Soils Subject to Cyclic Loading[J],JOURNAL OF ENGINEERING MECHANICS,2018,144(3) [27]Pang, Rui,Xu, Bin,Kong, Xianjing,Zou, Degao.Seismic fragility for high CFRDs based on deformation and damage index through incremental dynamic analysis[J],SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,2018,104:432-436 [28]陈生水,程展林,孔宪京.高土石坝试验技术与安全评价理论及应用[J],水利水电技术,2018,49(1):7-15 [29]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 [30]邹德高,刘锁,陈楷,孔宪京,余翔.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,S2:33-40 [31]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 [32]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[A],第26全国结构工程学术会议 论文集中国力学学会,2017,34-45 [33]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) [34]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 [35]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) [36]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 [37]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 [38]孔宪京,庞锐,邹德高,徐斌,周扬.基于IDA的高面板堆石坝抗震性能评价[J],岩土工程学报,2017,40(6):978-984 [39]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 [40]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 [41]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 [42]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 [43]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 [44]Xu, He,Zou, Degao,Kong, Xianjing,Su, Xiaohui.Error study of Westergaard's approximation in seismic analysis of high concrete-faced rockfill dams based on SBFEM[J],SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,2017,94:88-91 [45]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 [46]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 [47]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 [48]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 [49]Yi Ping,Wang Qingkang,Kong Xianjing.Aseismic safety analysis of a prestressed concrete containment vessel for CPR1000 nuclear power plant[J],EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION,2017,16(1):55-67 [50]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 [51]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 [52]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 [53]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 [54]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 [55]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) [56]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 [57]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 [58]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 [59]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 [60]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 [61]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 [62]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 [63]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 [64]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 [65]Liu, Jun,Liu, Fuhai,Kong, Xianjing,Yu, Long.Large-scale shaking table model tests on seismically induced failure of Concrete-Faced Rockfill Dams[J],SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,2016,82:11-23 [66]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 [67]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 [68]孔宪京,徐斌,邹德高,单其宽.面板坝混凝土面板动力损伤有限元分析[A],2015,9 [69]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 [70]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 [71]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 [72]Liu, Jingmao,Liu, Huabei,Zou, Degao,Kong, Xianjing.Particle breakage and the critical state of sand: By Ghafghazi, M., Shuttle, DA, DeJong, JT, 2014. Soils and Foundations 54 (3), 451-461[J],SOILS AND FOUNDATIONS,2015,55(1):220-222 [73]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 [74]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 [75]Yi, Ping,Wei, Kaitao,Kong, Xianjing,Zhu, Zuo.Cumulative PSO-Kriging model for slope reliability analysis[J],PROBABILISTIC ENGINEERING MECHANICS,2015,39:39-45 [76]许贺,孔宪京,邹德高,林皋,胡志强.基于SBFEM的面板坝与库水动力相互作用分析[A],第十一届全国随机振动理论与应用学术会议论文集中国振动工程学会;中国力学学会;中国航空学会;中国机械工程学会;中国宇航学会,2015,1-7 [77]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 [78]Liu, Jingmao,Zou, Degao,Kong, Xianjing.A three-dimensional state-dependent model of soil-structure interface for monotonic and cyclic loadings[J],COMPUTERS AND GEOTECHNICS,2014,61:166-177 [79]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 [80]孔宪京,徐斌,邹德高,单其宽.面板坝混凝土面板动力损伤有限元分析[A],中国水力发电工程学会混凝土面板堆石坝专业委员会,2014,62-68 [81]张树茂,周晨光,邹德高,孔宪京.地震波倾斜入射对土石坝动力反应的影响[J],水电能源科学,2014,08:72-75+119 [82]孔宪京,徐斌,邹德高,单其宽,胡志强.混凝土面板坝面板动力损伤有限元分析[J],岩土工程学报,2014,36(9):1594-1600 [83]Liu, Jun,Liu, Fuhai,Kong, Xianjing,Yu, Long.Large-scale shaking table model tests of aseismic measures for concrete faced rock-fill dams[J],SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,2014,61-62:152-163 [84]孔宪京,余翔,邹德高,周扬.沥青混凝土心墙坝三维有限元静动力分析[J],大连理工大学学报,2014,54(2):197-203 [85]Liu Jun,Yu Long,Zhou Hui,Kong Xian-jing.Bearing capacity and critical punch-through depth of spudcan on sand overlying clay[J],CHINA OCEAN ENGINEERING,2014,28(1):139-147 [86]孔宪京,张宇,邹德高.超高面板堆石坝面板地震应力改善措施研究[J],水利学报,2014,45(4):419-426 [87]孔宪京,张争超,邹德高,骆巍.核电厂泵房直立墙振动台模型试验研究[J],大连理工大学学报,2014,54(1):78-84 [88]孔宪京,刘京茂,邹德高,付猛.紫坪铺面板坝堆石料颗粒破碎试验研究[J],岩土力学,2014,35(1):35-40 [89]朱亚林,孔宪京,朱大勇,甘文宁.高心墙堆石坝的动力反应及加固极限抗震能力研究[A],第11届全国岩土力学数值分析与解析方法研讨会,2013,184-190 [90]朱亚林,孔宪京,朱大勇,甘文宁.高心墙堆石坝的动力反应及加固极限抗震能力研究[J],岩土工程学报,2013,S2:184-190 [91]Zhu Y.-L.,Kong X.-J.,Zhu D.-Y.,Gan W.-N..Dynamic response and reinforcement ultimate aseismic capacity of high core rockfill dams[J],Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering,2013,35(SUPPL.2):184-190 [92]邹德高,付猛,刘京茂,孔宪京.粗粒料广义塑性模型对不同应力路径适应性研究[J],大连理工大学学报,2013,53(5):702-709 [93]邹德高,周扬,孔宪京,徐斌.基于Newmark法的紫坪铺大坝面板错台研究[A],第四届全国水工抗震防灾学术交流会,2013,268-276 [94]孔宪京,许诏君,邹德高,徐斌,周晨光.沥青混凝土心墙坝心墙与基座模型抗震试验研究[J],大连理工大学学报,2013,53(4):559-564 [95]孔宪京,张宇,邹德高.高面板堆石坝面板应力分布特性及其规律[J],水利学报,2013,44(6):631-639 [96]孔宪京,邹德高.高面板堆石坝面板应力分布特性及其规律[J],水利学报,2013,44(6):631-639 [97]孔宪京,邹德高,徐斌,周扬,刘京茂.紫坪铺面板堆石坝三维有限元弹塑性分析[J],水力发电学报,2013,32(2):213-222 [98]孔宪京,林皋.核电厂工程结构抗震研究进展[J],中国工程科学,2013,4:62-74 [99]Zou, Degao,Xu, Bin,Kong, Xianjing,Liu, Huabei,Zhou, Yang.Numerical simulation of the seismic response of the Zipingpu concrete face rockfill dam during the Wenchuan earthquake based on a generalized plasticity model[J],COMPUTERS AND GEOTECHNICS,2013,49:111-122 [100]孔宪京,邹德高,张宇.高面板堆石坝面板高应力区分布特性及抗震措施研究[A],第167场中国工程科技论坛暨2013水安全与水利水电可持续发展高层论坛论文集中国工程院;中国水利学会,2013,167-178
