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个人信息Personal Information
教授
博士生导师
硕士生导师
性别：男
毕业院校：大连理工大学
学位：博士
所在单位：水利工程系
学科：岩土工程. 防灾减灾工程及防护工程. 水工结构工程
办公地点：Rm. 202 Building 4
联系方式：0411-84708894 (T&F) junliu@dlut.edu.cn
电子邮箱：junliu@dlut.edu.cn
扫描关注
- [61]周慧, 刘君.层状地基纺锤型桩靴的穿透破坏研究[A],2010,756-760
- [62]Yu L., Ramadan C., Liu J., Hu Y..Numerical analysis of offshore skirted footings on double layer clays[A],2010,2:689-693
- [63]Liu J., Liu F.-H., Kong X.-J..PFC numerical simulation of particle breakage of rock-fill dam[A],2010,2933-2940
- [64]Yi P., Xu C., Liu J..The effect of nonlinear strength of rockfill material on dam's stability[A],2010,3092-3100
- [65]刘君, 孔宪京, 李永胜, 刘福海, Liu, J.(junliu@dlut.edu.cn).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., Liu, J., School of Civil, Hydraulic Engineering, Dalian University of Technology, Dalian, China.A procedure for searching three-dimensional critical slip surfaces of slopes based on the strengt...[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],2009,7:203-210
- [68]Yu L., Hu Y., Liu J..Spudcan penetration in loose sand over uniform clay[A],2009,7:195-201
- [69]Yu, Long, Hu, Yuxia, Kong, Xian-jing, Liu, Jun, J (reprint author), Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China..Three-dimensional numerical analysis of the keying of vertically installed plate anchors in cla...[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],2009
- [71]Liu, Jun, Hu, Yuxia, YX (reprint author), Univ Western Australia, Sch Civil & Resources Engn, 35 Stirling Highway, Crawley, WA 6009, Australia..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],2008,Vol.29:107-112
- [73]刘君, 孔宪京, 刘福海.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., J (reprint author), Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China..Three-dimensional RITSS large displacement finite element method for penetration of foundations...[J],COMPUTERS AND GEOTECHNICS,2008,35(3):372-382
- [76]刘君, 于龙, 吴利玲, 孔宪京, Liu, J..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, Deng, X.-J.(dengxuejing@gmail.com).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, Yu, L.(longyu@student.dlut.edu.cn).锚板在正常固结黏土中的承载力[J],岩土力学,2007,28(7):1427-1434