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Scientific Research
Li Junjie
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Professor Supervisor of Doctorate Candidates Supervisor of Master's Candidates
Scientific Research
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刘国阳, 李俊杰.三维非连续变形分析方法碰撞分析及其应用[J],应用力学学报,2020,37(1):1-9
Kang, Fei, Li, Junjie, F (reprint author), Dalian Univ Technol, Fac Infrastruct Engn, Sch Hydraul Engn, 2 Linggong Rd, Dalian 116024, Peoples R China..Displacement Model for Concrete Dam Safety Monitoring via Gaussian Process Regression Considering Extreme Air Temperature[J],JOURNAL OF STRUCTURAL ENGINEERING,2020,146(1)
Liu, Guoyang, Li, Junjie, Kang, Fei, GY (reprint author), Dalian Univ Technol, Fac Infrastruct Engn, Sch Hydraul Engn, Dalian 116024, Peoples R China..Failure Mechanisms of Toppling Rock Slopes Using a Three-Dimensional Discontinuous Deformation Analysis Method[J],ROCK MECHANICS AND ROCK ENGINEERING,2019,52(10):3825-3848
Liu, Guoyang, Li, Junjie, GY (reprint author), Dalian Univ Technol, Fac Infrastruct Engn, Sch Hydraul Engn, Dalian 116024, Liaoning, Peoples R China..A Three-Dimensional Discontinuous Deformation Analysis Method for Investigating the Effect of Slope Geometrical Characteristics on Rockfall Behaviors[J],INTERNATIONAL JOURNAL OF COMPUTATIONAL METHODS,2019,16(8)
Kang, Fei, Liu, Xi, Li, Junjie, X (reprint author), Dalian Univ Technol, Sch Hydraul Engn, Fac Infrastruct Engn, Dalian 116024, Peoples R China..Concrete Dam Behavior Prediction Using Multivariate Adaptive Regression Splines with Measured Air Temperature[J],ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING,2019,44(10):8661-8673
赵鹏辉, 李俊杰, 康飞.河道山地灾害的卷积神经网络快速识别方法[J],水利水运工程学报,2019,2:65-70
Patents
基于单目视觉的边坡地表三维位移实时在线监测系统
基于机器视觉的水工建筑物混凝土裂缝实时在线监测系统
一种利用水电站泄水弧形闸门开度准确测定泄流量的方法
基于机器视觉的水工建筑物混凝土裂缝实时在线监测系统
三维有限元土石坝应力变形分析软件
三维有限元岩土结构动力反应分析软件
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大坝突发事件应急监测与隐患快速探测新技术, 国家科技部, 2016/06/30-2023/08/30, 结题
科技部国家重点专项,重大水利工程大坝深水检测及突发事件监测预警与应急处置, 2019/03/25-2019/03/25
国家自然科学重点基金,高土石坝地震灾变模拟及安全控制方法研究, 2019/03/25-2019/03/25
国家自然科学重点基金,200米级混凝土面板堆石坝的应用基础研究, 2019/03/25-2019/03/25
国家自然科学基金,高土石坝地震安全评价的计算智能方法研究, 2019/03/25-2019/03/25
国家自然科学基金,面板堆石坝现场弹性波试验及动力流固耦合计算方法研究, 2019/03/25-2019/03/25
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