个人简历

刘君教授主要从事海洋岩土工程、水工结构工程以及重大工程地质灾害方面的研究工作，承担国家“973”课题、国家重大科技专项、国家自然科学基金重大项目、重点项目以及面上项目等科研课题20余项，发表学术论文110余篇，其中国际期刊论文40篇。部分研究成果为交通部水运工程抗震设计规范所采用，获得国家科技进步二等奖1项、教育部科技进步一等奖2项，入选辽宁省“百千万人才工程”支持计划。
目前承担的主要项目有：
(1). 国家基金重大项目\

研究领域

土工原位测试方法与技术
海洋岩土工程
滑坡与边坡
结构优化与可靠性
计算土力学"海洋岩土工程；地基基础；海洋基础系统；计算土力学；地质灾害(海洋地址灾害)；颗粒介质力学；土石坝"

近期论文

[1]韩聪聪,陈学俭,刘君.霍尔锚抛锚深度模型试验研究[J],海洋工程,2018,36(5):90-98
[2]韩聪聪,刘德高,刘君.Keying process of the OMNI-Max anchor shallowly embedded in undrained NC clay[J],Journal of Waterway, Port, Coastal, Ocean Engineering,2018,144(4):4018008-
[3]刘君,韩聪聪,马悦源,王忠涛,胡玉霞.Experimental investigation on hydrodynamic characteristics of OMNI-Max anchor with a booster[J],Ocean Engineering,2018,158(1):38-53
[4]刘君,张雨勤.FFP在黏土中贯入过程的CFD模拟[J],力学学报,2018,50(1):167-176
[5]Han, Congcong,Liu, Jun.A modified method to estimate chain inverse catenary profile in clay based on chain equation and chain yield envelope[J],APPLIED OCEAN RESEARCH,2017,68:142-153
[6]Liu, Jun,Zhang, Yuqin.NUMERICAL SIMULATION ON THE DYNAMIC INSTALLATION OF THE OMNI-MAX ANCHORS IN CLAY USING A FLUID DYNAMIC APPROACH[A],36th ASME International Conference on Ocean, Offshore and Arctic Engineering,2017,9
[7]Gong, Jian,Liu, Jun.Effect of aspect ratio on triaxial compression of multi-sphere ellipsoid assemblies simulated using a discrete element method[J],PARTICUOLOGY,2017,32:49-62
[8]Liu, Jun,Li, Mingzhi,Hu, Yuxia,Han, Congcong.Bearing capacity of rectangular footings in uniform clay with deep embedment[J],COMPUTERS AND GEOTECHNICS,2017,86:209-218
[9]刘君,张雪琪.板翼动力锚水中自由下落过程数值模拟[J],海洋工程,2017,35(3):29-36
[10]Gong, Jian,Liu, Jun.Mechanical transitional behavior of binary mixtures via DEM: Effect of differences in contact-type friction coefficients[J],COMPUTERS AND GEOTECHNICS,2017,85:1-14
[11]Jian, Gong,Jun, Liu.Analysis of the thresholds of granular mixtures using the discrete element method[J],GEOMECHANICS AND ENGINEERING,2017,12(4):639-655
[12]龚健,刘君.基于PIV分析的含石量对土石混合体边坡破坏过程及模式的影响[J],岩土力学,2017,38(3):696-704
[13]Liu, Jun,Lu, Lihui,Yu, Long.Keying behavior of suction embedded plate anchors with flap in clay[J],OCEAN ENGINEERING,2017,131:231-243
[14]孔建伟,刘君.CPR1000核电厂安全壳撞击试验研究[J],工业建筑,2017,47(1):21-26
[15]刘君,李明治,韩聪聪.土体率效应对动力锚沉贯深度影响[J],大连理工大学学报,2017,57(1):68-77
[16]刘君,于龙,赵维.A new testing method to estimate anchor trajectory based on modified chain profile predictions[A],Proceedings of the 8th International Conference on Offshore Site Investigation and Geotechnics,2017,1(1):947-955
[17]于龙,刘君,任亮.Numeral study of spudcans penetrating near existing footprints during jack-ups reinstallation[A],2017
[18]韩聪聪,刘君.板翼动力锚沉贯深度模型试验研究[J],海洋工程,2016,34(5):92-100
[19]龚健,刘君.基于离散元法的长短轴之比对散粒材料抗剪强度影响分析[J],大连理工大学学报,2016,56(2):153-162
[20]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
[21]Liu, Jun,Lu, Lihui,Hu, Yuxia.Keying behavior of gravity installed plate anchor in clay[J],OCEAN ENGINEERING,2016,114:10-24
[22]刘君.板翼动力锚沉贯深度的模型试验研究[J],海洋工程,2016,34(5):93-100
[23]易平,王庆康,刘君.内压作用下CP R1000安全壳的破坏机理研究[J],哈尔滨工程大学学报,2015,37(2):162-167
[24]韩聪聪,刘君.板翼动力锚安装深度的模型试验研究[A],2015中国力学大会,2015,156-156
[25]于龙,张辉,刘君.砂土中埋设管线竖向抗拔力试验研究[A],2015中国力学大会,2015,156-156
[26]于龙,张辉,刘君.砂土中埋设管线竖问抗拔力试验研究[A],中国力学大会-2015,2015,1
[27]Yu L.,Zhang H.,Liu J..A discrete element study on upheaval ratcheting behavior of pipelines buried in sand[A],3rd International Symposium on Frontiers in Offshore Geotechnics, ISFOG 2015,2015,483-488
[28]Liu J.,Lu L.,Li M.,Yu L..Behavior of Suction Embedded Plate Anchors with flap during keying in clay[A],Proceedings of the 3rd International Symposium on Frontiers in Offshore Geotechnics, ISFOG 2015,2015,899-904
[29]刘君,魏开涛,易平.基于样本累积响应面法的防波堤可靠度分析[J],哈尔滨工程大学学报,2015,36(7):888-893
[30]Liu, Jun,Tian, Jianlong,Yi, Ping.Impact forces of submarine landslides on offshore pipelines[J],OCEAN ENGINEERING,2015,95:116-127
[31]Yu Long,Zhou Qi,Liu Jun.Experimental study on the stability of plate anchors in clay under cyclic loading[J],力学快报,2015,5(2):93-96
[32]刘君.Analysis on the mechanical behaviors of soil-rock mixtures using Discrete Element Method[J],Procedia Engineering,2015,102(1):1783-1792
[33]易平,刘君.Reliability Analysis of High Rockfill Dam Stability[J],Mathematical Problems in Engineering,2015,15(1):1-8
[34]龚健,刘君.颗粒形状对散体材料剪切行为的影响[A],第二届全国颗粒材料计算力学会议(CMGM-2014),2014,6
[35]Yu, Long,Zhou, Qi,Liu, Jun.EXPERIMENTAL STUDY ON THE STRAIN SOFTENING BEHAVIOR OF PLATE ANCHORS IN CLAY UNDER CYCLIC LOADING[A],33rd ASME International Conference on Ocean, Offshore and Arctic Engineering,2014,3
[36]Liu, Jun,Tian, Jianlong.IMPACT FORCES OF SUBMARINE LANDSLIDES ON FREE-SPAN PIPELINES[A],33rd ASME International Conference on Ocean, Offshore and Arctic Engineering,2014,6B
[37]Liu, Jun,Lu, Lihui,Yu, Long.LARGE DEFORMATION FINITE ELEMENT ANALYSIS OF GRAVITY INSTALLED ANCHORS IN CLAY[A],33rd ASME International Conference on Ocean, Offshore and Arctic Engineering,2014,3
[38]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
[39]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
[40]刘君,胡宏.砂土地基锚板基础抗拔承载力PFC数值分析[J],计算力学学报,2013,30(5):677-682,703
[41]刘君,郑楠.鸡尾山滑坡破坏模式和滑坡过程的数值模拟[A],2013中国力学大会,2013,277-277
[42]王丽丽,刘君,王国新.滑坡危险性等级区划方法研究[J],防灾减灾工程学报,2013,33(6):663-670
[43]Liu, Jun,Nan, Zheng,Yi, Ping.Validation and application of three-dimensional discontinuous deformation analysis with tetrahedron finite element meshed block[J],ACTA MECHANICA SINICA,2012,28(6):1602-1616
[44]Yu, Long,Hu, Yuxia,Liu, Jun,Randolph, Mark F.,Kong, Xianjing.Numerical study of spudcan penetration in loose sand overlying clay[J],COMPUTERS AND GEOTECHNICS,2012,46:1-12
[45]刘君,王丽丽.鸡尾山滑坡全过程数值模拟[A],中国力学学会2012颗粒材料计算力学学术会议论文集中国力学学会,2012,239-246
[46]刘君,胡宏.砂土地基中条形锚板抗拔模型试验的颗粒流数值模拟[A],中国力学学会2012颗粒材料计算力学学术会议,2012,397-404
[47]刘君,程怡.基于强度折减法的高土石坝三维抗震稳定分析[J],水力发电学报,2012,31(4):175-180,215
[48]刘君,刘博,孔宪京.地震作用下土石坝坝顶沉降估算[J],水力发电学报,2012,31(2):183-191
[49]刘君,孔宪京.Large-scale Shaking Table Test on Seismically Induced Failure of Earth-core Rockfill Dam[A],15th World Conference of Earthquake Engineering,2012,1(1):1-8
[50]孔宪京,刘福海,刘君.地震作用下面板堆石坝面板错台模型试验研究[J],岩土工程学报,2012,34(2):258-267
[51]Liu, F. H.,Liu, J.,Kong, X. J..PFC numerical simulation of particle breakage of the clay core rock-fill dam[A],10th International Conference on Advances in Discontinuous Numerical Methods and Applications in Geomechanics and Geoengineering (ICADD),2012,307-313
[52]Liu F.H.,Liu J.,Kong X.J..PFC numerical simulation of particle breakage of the Clay Core Rock-fill Dam[A],10th International Conference on Advances in Discontinuous Numerical Methods and Applications in Geomechanics and Geoengineering, ICADD 10,2011,307-314
[53]刘福海,刘君,孔宪京.面板堆石坝胶结土抗震加固措施试验研究[A],2011年全国土木工程研究生学术论坛,2011,178-178
[54]Liu, Jun,Yu, Long,Kong, Xianjing,Hu, Yuxia.LARGE DISPLACEMENT FINITE ELEMENT ANALYSIS OF SUBMARINE SLIDE DUE TO GAS HYDRATE DISSOCIATION[A],30th International Conference on Ocean, Offshore and Arctic Engineering,2011,7:861-+
[55]Yu, Long,Zhou, Hui,Gao, Wen,Liu, Jun,Hu, Yuxia.SPUDCAN PENETRATION IN CLAY-SAND-CLAY SOILS[A],30th International Conference on Ocean, Offshore and Arctic Engineering,2011,7:855-+
[56]于龙,徐斌,刘君.西澳大学岩土有限元本科课程介绍及国内开课探讨[A],第三届全国土力学教学研讨会,2011,36-37
[57]Yu, L.,Liu, J.,Kong, X-J.,Hu, Y..Numerical study on plate anchor stability in clay[J],GEOTECHNIQUE,2011,61(3):235-246
[58]刘君,耿庆东.三维颗粒生成算法[J],大连理工大学学报,2011,51(2):236-243
[59]Yu, Long,Liu, Jun,Kong, Xian-jing,Hu, Yuxia.Three-Dimensional Large Deformation FE Analysis of Square Footings in Two-Layered Clays[J],JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING,2011,137(1):52-58
[60]任亮,张莹,李东升,刘君,李宏男,刘福海.FBG传感器在粘土心墙坝模型试验中的应用[J],光电子·激光,2011,22(8):1124-1129
[61]周慧,刘君.层状地基纺锤型桩靴的穿透破坏研究[A],第八届全国土木工程研究生学术论坛,2010,756-760
[62]Yu L.,Ramadan C.,Liu J.,Hu Y..Numerical analysis of offshore skirted footings on double layer clays[A],20th International Offshore and Polar Engineering Conference, ISOPE-2010,2010,2:689-693
[63]Liu J.,Liu F.-H.,Kong X.-J..PFC numerical simulation of particle breakage of rock-fill dam[A],12th International Conference on Engineering, Science, Construction, and Operations in Challenging Environments - Earth and Space 2010,2010,2933-2940
[64]Yi P.,Xu C.,Liu J..The effect of nonlinear strength of rockfill material on dam's stability[A],12th International Conference on Engineering, Science, Construction, and Operations in Challenging Environments - Earth and Space 2010,2010,3092-3100
[65]刘君,刘福海,孔宪京,李永胜.PIV技术在大型振动台模型试验中的应用[J],岩土工程学报,2010,32(3):368-374
[66]Liu J.,Cheng Y..A procedure for searching three-dimensional critical slip surfaces of slopes based on the strength reduction technique[J],Journal of Harbin Institute of Technology (New Series),2009,16(SUPPL. 1):65-69
[67]Liu, Jun,Hu, Yuxia.NUMERICAL SIMULATION OF THE INSTALLATION AND EXTRACTION PROCESS OF SPUDCAN FOUNDATIONS IN CLAY[A],28th International Conference on Ocean, Offshore and Arctic Engineering,2009,7:203-210
[68]Yu L.,Hu Y.,Liu J..Spudcan penetration in loose sand over uniform clay[A],28th International Conference on Ocean, Offshore and Arctic Engineering, OMAE2009,2009,7:195-201
[69]Yu, Long,Liu, Jun,Kong, Xian-jing,Hu, Yuxia.Three-dimensional numerical analysis of the keying of vertically installed plate anchors in clay[J],COMPUTERS AND GEOTECHNICS,2009,36(4):558-567
[70]刘君.Parameter Statistic and Reliability Analysis of Rock-fill Dam’s Slope Stability[A],The 3rd International Geotechnical Engineering Symposium on Disaster Prevention and Reduction，IGS2009,2009
[71]Liu, Jun,Hu, Yuxia.The effect of strength anisotropy on the bearing capacity of spudcan foundations[J],COMPUTERS AND GEOTECHNICS,2009,36(1-2):125-134
[72]刘君,刘福海,孔宪京.考虑破碎的堆石料颗粒流数值模拟[A],第二届中国水利水电岩土力学与工程学术讨论会,2008,Vol.29:107-112
[73]刘君,刘福海,孔宪京.考虑破碎的堆石料颗粒流数值模拟[J],岩土力学,2008,29(z1):107-112
[74]黄盛铨,刘君,孔宪京.强度折减DDA法及其在边坡稳定分析中的应用[J],岩石力学与工程学报,2008,S1:2799-2806
[75]Yu, L.,Liu, J.,Kong, X. J.,Hu, Y..Three-dimensional RITSS large displacement finite element method for penetration of foundations into soil[J],COMPUTERS AND GEOTECHNICS,2008,35(3):372-382
[76]刘君,于龙,吴利玲,孔宪京.饱和黏土中倾斜圆形锚板承载力分析[J],大连理工大学学报,2008,48(2):229-234
[77]刘君,于龙,吴利玲,孔宪京.粘土中倾斜圆形锚板承载力分析[J],大连理工大学学报,2008,48(2):229-234
[78]罗纬邦,刘涛,刘君.喀腊塑克重力坝应力分析及体型优化[J],东北水利水电,2007,25(12):1-2
[79]邓学晶,孔宪京,刘君.城市垃圾填埋场的地震响应及稳定性分析[J],岩土力学,2007,28(10):2095-2100
[80]于龙,刘君,孔宪京.锚板在正常固结黏土中的承载力[J],岩土力学,2007,28(7):1427-1434
[81]刘君,孔宪京.节理岩体中隧道开挖与支护的数值模拟[J],岩土力学,2007,28(2):321-326
[82]刘君,孔宪京.Punch-through of Spudcan Foundations in Double Layered Calys[A],第三届全球华人岩土工程学术论坛,2007,157-165
[83]刘君,易平.建筑环境与设备专业工程力学课程改革的探索[A],2007年力学课程报告论坛,2007,274-275
[84]王建全,林皋,刘君.三维块体接触判断方法的分析与改进[J],岩石力学与工程学报,2006,25(11):2247-2257
[85]林皋,王建全,胡志强,刘君.坝基坝肩潜在滑动体的地震动态稳定[A],首届全国水工抗震防灾学术会议,2006,9-17
[86]刘君,黄盛铨,孔宪京.强度折减DDA方法及其在稳定分析中的应用[A],2006年深部岩石工程与岩土灾害防治测试新技术与应用研讨会,2006,286-290
[87]刘君,吴利玲,胡玉霞.正常固结黏土中圆形锚板抗拔承载力[J],大连理工大学学报,2006,46(5):712-719
[88]王建全,林皋,刘君. Static and dynamic stability analysis using 3D-DDA with incision body scheme[A],Earthquake Engineering and Engineering Vibration,2006,5(2):273-283
[89]刘君,于龙,孔宪京.饱和粘土中基础承载力的三维大变形分析[A],第十四届全国结构工程学术会议,2005,307-312
[90]刘君,吴利玲,孔宪京.成层地基中圆形锚板的抗拔承载力[A],第二届全球华人岩土工程学术论坛,2005,201-207
[91]刘君,孔宪京.节理岩体中隧道开挖与地震作用下围岩的稳定性[A],第九届全国岩石动力学学术会议,2005,Vol.24:327-331
[92]刘君,王鹤,史光宇.接触分析在重力坝深层抗滑稳定性数值分析中的应用[J],东北水利水电,2005,23(4):14-17
[93]刘君,孔宪京.节理岩体中隧道开挖与地震作用下围岩的稳定性[J],岩石力学与工程学报,2005,24(13):4929-4933
[94]刘君,胡玉霞.Continuous Penetration of Spudcan Foundation into Double Layered Soils[A],Proceedings of The 11th International Conference of IACMAG,2005,499-506
[95]王建全,刘君,林皋.Analysis and improvement of scheme to detect contacts in 3D blocky systems[A],The 7-th International Conference for Analysis of Discontinuous Deformation,2005,49-58
[96]刘君,孔宪京,Shyu Kuokai.DDA与FEM耦合法在分缝重力坝非线性分析中的应用[J],计算力学学报,2004,21(5):585-591
[97]刘君,孔宪京.卫生填埋场复合边坡地震稳定性和永久变形分析[J],岩土力学,2004,25(5):778-782
[98]刘君,陈健云,孔宪京,林皋.基于DDA和FEM耦合方法的碾压混凝土坝抗震安全性分析[J],大连理工大学学报,2003,43(6):793-798