近期论文
查看导师最新文章
（温馨提示：请注意重名现象，建议点开原文通过作者单位确认）
韩云瑞.Strain softening parameters estimation of soft clay by T-bar penetrometers[J],APPLIED OCEAN RESEARCH,2022,97
于龙.Numerical study on plate anchor stability in clay[J],GEOTECHNIQUE,2022,61(3):235-246
于龙.Numerical study of spudcan penetration in loose sand overlying clay[J],COMPUTERS AND GEOTECHNICS,2022,46:1-12
于龙.Numerical Study of Footprint Generation and Reinstallation of Jack-Up Footings[J],JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING,2022,147(10)
Dou, Yuzhe.Numerical investigations of the effects of different design angles on the motion behaviour of d...[J],APPLIED OCEAN RESEARCH,2022,76:199-210
韩云瑞,杨庆,任玉宾.Optimized strain softening model for marine clay from cyclic full-flow penetration and extracti...[J],OCEAN ENGINEERING,2022,218
王忠涛.Centrifuge modelling of active pipeline-soil loading under different impact angle in soft clay[J],APPLIED OCEAN RESEARCH,2022,98
杨庆.An analytical solution for the ultimate embedment depth and potential capacity of vertically lo...[J],OCEAN ENGINEERING,2022,187
于龙.Three-dimensional RITSS large displacement finite element method for penetration of foundations...[J],COMPUTERS AND GEOTECHNICS,2022,35(3):372-382
于龙.Three-dimensional numerical analysis of the keying of vertically installed plate anchors in cla...[J],COMPUTERS AND GEOTECHNICS,2022,36(4):558-567
于龙.Three-Dimensional Large Deformation FE Analysis of Square Footings in Two-Layered Clays[J],JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING,2022,137(1):52-58
韩云瑞.The Strength Assessment for T-bar Penetrometer Tests at Shallow Embedment in Clay considering Str...[J],KSCE JOURNAL OF CIVIL ENGINEERING,2022,25(7):2369-2380
刘君.Large-scale shaking table model tests on seismically induced failure of Concrete-Faced Rockfill...[J],SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,2022,82:11-23
刘君.Large-scale shaking table model tests of aseismic measures for concrete faced rock-fill dams[J],SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,2022,61-62:152-163
余翔.Large-deformation finite element analysis of the interaction between concrete cut-off walls and...[J],ENGINEERING COMPUTATIONS,2022,34(4):1126-1148
Wen Gao.Large Deformation FE Analysis of Spudcan Penetration in Two Layer of uniform Clays[J],International Journal of Geotechnical Engineering,2022,6(2):171-176
高雯.Large deformation FE analysis of large diameter spudcan penetration into two-layer of uniform cla...[J],International Journal of Geotechnical Engineering,2022,6(2):171-177
李钢.Improved Woodbury approximation approach for inelasticity-separated solid model analysis[J],SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,2022,129
Li Jia-long.Inelasticity-separated plane-strain element model and its application to Drucker-Prager model[J],ROCK AND SOIL MECHANICS,2022,41(5):1492-+
于龙.Finite Element Analysis and Parametric Study of Spudcan Footing Geometries Penetrating Clay Nea...[J],Journal of marine science and engineering,2022,7(6)
Han, Yunrui,Yang, Qing,Yu, Long.Strain softening parameters estimation of soft clay by T-bar penetrometers[J],APPLIED OCEAN RESEARCH,2020,97
窦玉喆,于龙.考虑黏土应变软化的拖曳锚极限承载力数值分析[J],水利与建筑工程学报,2018,16(1):168-173
Liu, Jun,Lu, Lihui,Yu, Long.Keying behavior of suction embedded plate anchors with flap in clay[J],OCEAN ENGINEERING,2017,131:231-243
于龙,刘君,任亮.Numeral study of spudcans penetrating near existing footprints during jack-ups reinstallation[A],2017
Yu, Xiang,Zou, Degao,Kong, Xianjing,Yu, Long.Large-deformation finite element analysis of the interaction between concrete cut-off walls and...[J],ENGINEERING COMPUTATIONS,2017,34(4):1126-1148
刘君,于龙,赵维.A new testing method to estimate anchor trajectory based on modified chain profile predictions[A],2017,1(1):947-955
汪纤,于龙.自升式平台踩脚印失稳机理大变形有限元分析[J],水利与建筑工程学报,2016,14(5):30-36
张新全,于龙.考虑应变软化的T－bar承载力CEL有限元分析[J],水利与建筑工程学报,2016,14(5):50-54,74
Liu, Jun,Liu, Fuhai,Kong, Xianjing,Yu, Long.Large-scale shaking table model tests on seismically induced failure of Concrete-Faced Rockfill...[J],SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,2016,82:11-23
邹德高,余翔,孔宪京,于龙.RITSS大变形法在高土石坝工程中的应用[A],2016,49-56
张辉,于龙,王博,纪梦瑶,李冰.砂土中埋设管线竖向抗拔特性研究[J],水利与建筑工程学报,2015,5:156-160,189
Yu L.,Zhang H.,Liu J..A discrete element study on upheaval ratcheting behavior of pipelines buried in sand[A],2015,483-488
Liu J.,Lu L.,Li M.,Yu L..Behavior of Suction Embedded Plate Anchors with flap during keying in clay[A],2015,899-904
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
周琪,于龙.考虑黏土应变软化的锚板承载力数值分析[J],水利与建筑工程学报,2014,4:124-128
Liu, Jun,Lu, Lihui,Yu, Long.LARGE DEFORMATION FINITE ELEMENT ANALYSIS OF GRAVITY INSTALLED ANCHORS IN CLAY[A],2014,3
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
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
Yu, Long,Liu, Jun,Randolph, Mark F.,Kong, Xianjing,Hu, Yuxia.Numerical study of spudcan penetration in loose sand overlying clay[J],COMPUTERS AND GEOTECHNICS,2012,46:1-12
Gao W.,Yu L.,Hu Y..Large deformation FE analysis of large diameter spudcan penetration into two-layer of uniform cla...[J],International Journal of Geotechnical Engineering,2012,6(2):171-177
于龙,孔宪京,徐斌.Seismic Response Characteristics of Earth and Rockfill Dams[A],2012
Kong Xianjing,Zhou Yang,Zou Degao,Xu Bin,Yu Long.Numerical analysis of dislocations of the face slabs of the Zipingpu Concrete Faced Rockfill Da...[J],EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION,2011,10(4):581-589
Yu, Long,Zhou, Hui,Gao, Wen,Liu, Jun,Hu, Yuxia.SPUDCAN PENETRATION IN CLAY-SAND-CLAY SOILS[A],2011,7:855-+
Liu, Jun,Yu, Long,Kong, Xianjing,Hu, Yuxia.LARGE DISPLACEMENT FINITE ELEMENT ANALYSIS OF SUBMARINE SLIDE DUE TO GAS HYDRATE DISSOCIATION[A],2011,7:861-+
Yu, L.,Liu, J.,Kong, X-J.,Hu, Y..Numerical study on plate anchor stability in clay[J],GEOTECHNIQUE,2011,61(3):235-246
于龙.Large Deformation FE Analysis of Punch-through Failure of Spudcan Foundation in Two Layered Clays[A],2011
于龙.Large Deformation FE Analysis of Skirted Foundation Penetration into Loose Sand over Clay Soil[A],2011
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
Yu L.,Kumar A.,Hossain M.S.,Hu Y..Mitigation of punch-through failure of spudcan using skirted footing on sand over clay soils[A],2010,2:564-569
Yu L.,Ramadan C.,Liu J.,Hu Y..Numerical analysis of offshore skirted footings on double layer clays[A],2010,2:689-693
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],2005,307-312
京公网安备 11010802027423号