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张昱.Development of a novel lateral resistance measurement penetrometer for pipe-soil interaction centr[J],International Journal of Distributed Sensor Networks,2022,14(11)
王忠涛.dynamic analysis of response of cofferdam with steel sheet piles induced by earthquake excitation[A],Applied Mechanics and Materials,2022,117:695-698
崔春义.Dynamic analysis of response of cofferdam with steel sheet piles induced by earthquake excitation[A],International Conference on Applied Mechanics, Materials and Manufacturing (ICAMMM 2011),2022,117-119:695-+
刘君.Experimental investigation on hydrodynamic characteristics of OMNI-Max anchor with a booster[J],OCEAN ENGINEERING,2022,158(1):38-53
刘君.Experimental investigates on hydrodynamic characteristics of gravity installed anchors with a boos[J],OCEAN ENGINEERING,2022,158:38-53
王忠涛.Generation of progressive wave in a drum centrifuge[A],8th International Conference on Physical Modelling in Geotechnics, ICPMG 2014,2022,1:235-240
Guo, Xing-sen.Low-Temperature Rheological Behavior of Submarine Mudflows[J],JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING,2022,146(2)
王忠涛.The dynamic response analysis of piled wharf under seismic excitation[J],Applied Mechanics and Materials,2022,204(208):2605-2609
桑勇.The Loading Test on the Singe Pile with Pile Cap in Transparent Soil Model[J],GEOTECHNICAL TESTING JOURNAL,2022,42(2):385-406
Wu, Yuqi.Theoretical studies on penetration resistance of suction caissons in clay[J],MARINE GEORESOURCES GEOTECHNOLOGY,2022,37(5):558-567
王忠涛.two dimensional parametric analysis of time variation characteristics of raft foundation on saturate[A],applied mechanics and meaterials,2022,90:2167-2172
王忠涛.A comparison between a new PPT and PDCR81 series[J],Applied Mechanics and Materials,2022,170(173):954-957
王忠涛.a constitutive model for sand incorporating the effects of rotation of principal stress and stata-pa[A],5th Biot Conference on Poromechanics,Vienna, Austria,2022
Liu P..A constitutive model for sand incorporating the effects of rotation of principal stress and state-pa[A],5th Biot Conference on Poromechanics, BIOT 2013,2022,1057-1066
王忠涛.Analytical model for vertically loaded anchor performance with a bridle shank[J],COMPUTERS AND GEOTECHNICS,2022,82(1):85-98
Cong, Binlong.Analytical model for vertically loaded anchor performance with a bridle shank[J],COMPUTERS AND GEOTECHNICS,2022,82:85-98
杨庆.An analytical solution for the ultimate embedment depth and potential capacity of vertically loade[J],OCEAN ENGINEERING,2022,187
王忠涛.A state-dependent soil model and its application to principal stress rotation simulations[J],International Journal of Distributed Sensor Networks,2022,14(11)
李金宣.Calculations of wave run-up on cylinder in multi-directional focused waves[A],22nd International Offshore and Polar Engineering Conference, ISOPE-2012,2022,109-115
liupeng.Calibration and validation of a sand model considering the effects of wave-induced principal stres[J],海洋学报,2022,34(7):105-115
王忠涛.Centrifuge modelling of active pipeline-soil loading under different impact angle in soft clay[J],APPLIED OCEAN RESEARCH,2022,98
Liu, Gongxun.Critical cyclic stress ratio of undisturbed saturated soft clay in the Yangtze estuary under complex[J],Transactions of Tianjin University,2022,16(4):295-303
王忠涛.Cyclic strength of sand under a nonstandard elliptical rotation stress path induced by wave loadin[J],水动力学研究与进展A辑,2022,29(1):89-95
Sun, Yifei.Mechanistic representation of the grading-dependent aggregates resiliency using stress transmissio[J],Geomechanics and Engineering,2022,17(4):405-411
裴华富.Monitoring and analysis of cast-in-place concrete bored piles adjacent to deep excavation by using[J],JOURNAL OF MODERN OPTICS,2022,66(7):703-709
王忠涛.Numerical analysis of submarine landslides using a smoothed particle hydrodynamcis depth integral mo[J],海洋学报,2022,35(5):134-140
王忠涛.Numerical analysis of submarine landslides using a smoothed particle hydrodynamics depth integral [J],海洋学报,2022,35(5):134-140
张昱.Numerical analysis of the impact forces exerted by submarine landslides on pipelines[J],APPLIED OCEAN RESEARCH,2022,92
王忠涛.Numerical Evaluation for Dynamic Response of Seabed Under Random Wave Loading[A],28th International Conference on Ocean, Offshore and Arctic Engineering,2022,7:355-360
栾茂田.Stiffness Degradation of Undisturbed Saturated Soft Clay in the Yangtze Estuary Under Complex Stre[J],China Ocean Engineering,2022,24(3):523-538
齐剑峰.Study on untrained shear behavior and hyperbolic stress-strain relationship of saturated clays[J],Yantu Lixue/Rock and Soil Mechanics,2022,29(8):2277-2282
张其一.Study on failure mechanism and bearing capacity of three-dimensional rectangular footing subjected[J],China Ocean Engineering,2022,22(2):313-330
齐剑峰.Study on untrained shear behavior and hyperbolic stress-strain relationship of saturated clays[J],Yantu Lixue/Rock and Soil Mechanics,2022,29(8):2277-2282
Luo Qiang.Numerical analysis and centrifuge modeling of shallow foundations[J],China Ocean Engineering,2022,28(2):163-180
Chen Shou-Long.Numetical Analysis of Free Field under Horizontal Seismic Excitations[A],2nd International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2012),2022,166-169:2005-+
王忠涛.Numetical Analysis of Free Field under Horizontal Seismic Excitations[J],Applied Mechanics and Materials,2022,166(169):2005-2008
王忠涛.Principal stress rotation and cyclic shear strength for an elliptical rotationa shear path[J],MARINE GEORESOURCES GEOTECHNOLOGY,2022,33(2):1-10
王忠涛.Principal stress rotation and cyclic shear strength for an elliptical rotation stress path[J],MARINE GEORESOURCES GEOTECHNOLOGY,2022,35(8):1077-1085
Kong, Gang Qiang.Shear modulus and damping ratios of transparent soil manufactured by fused quartz[J],MATERIALS LETTERS,2022,182:257-259
王忠涛.Shear modulus and damping ratios of transparent soil manufactured by fused quatz[J],MATERIALS LETTERS,2022,182(1):257-259
栾茂田.Stiffness Degradation of Undisturbed Saturated Soft Clay in the Yangtze Estuary Under Complex Stre[J],China Ocean Engineering,2022,24(3):523-538
张其一.Study on failure mechanism and bearing capacity of three-dimensional rectangular footing subjected[J],China Ocean Engineering,2022,22(2):313-330
齐剑峰.Study on untrained shear behavior and hyperbolic stress-strain relationship of saturated clays[J],Yantu Lixue/Rock and Soil Mechanics,2022,29(8):2277-2282
Luo Qiang.Numerical analysis and centrifuge modeling of shallow foundations[J],China Ocean Engineering,2022,28(2):163-180
Chen Shou-Long.Numetical Analysis of Free Field under Horizontal Seismic Excitations[A],2nd International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2012),2022,166-169:2005-+
王忠涛.Numetical Analysis of Free Field under Horizontal Seismic Excitations[J],Applied Mechanics and Materials,2022,166(169):2005-2008
王忠涛.Principal stress rotation and cyclic shear strength for an elliptical rotationa shear path[J],MARINE GEORESOURCES GEOTECHNOLOGY,2022,33(2):1-10
王忠涛.Principal stress rotation and cyclic shear strength for an elliptical rotation stress path[J],MARINE GEORESOURCES GEOTECHNOLOGY,2022,35(8):1077-1085
Kong, Gang Qiang.Shear modulus and damping ratios of transparent soil manufactured by fused quartz[J],MATERIALS LETTERS,2022,182:257-259
王忠涛.Shear modulus and damping ratios of transparent soil manufactured by fused quatz[J],MATERIALS LETTERS,2022,182(1):257-259
栾茂田.Stiffness Degradation of Undisturbed Saturated Soft Clay in the Yangtze Estuary Under Complex Stre[J],China Ocean Engineering,2022,24(3):523-538
张其一.Study on failure mechanism and bearing capacity of three-dimensional rectangular footing subjected[J],China Ocean Engineering,2022,22(2):313-330
齐剑峰.Study on untrained shear behavior and hyperbolic stress-strain relationship of saturated clays[J],Yantu Lixue/Rock and Soil Mechanics,2022,29(8):2277-2282
Zhang, Shi-Ping.Dynamic Analysis of the Piled Embankment under Seismic Excitations[A],2nd International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2012),2012,178-181:1422-+
王忠涛.Dynamic Analysis of the piled Embankment under Seismic Excitations[J],Applied Mechanics and Materials,2012,178(181):1422-1425
王忠涛.Factors analysis of non-coaxial constitutive models application to numerical analysis of foundation [J],Applied Mechanics and Materials,2011,32(1):732-737
Li, Tao.Experimental Study on Unconfined Compressive and Cyclic Behaviors of Mucky Silty Clay with Differe[J],International Journal of Civil Engineering,2019,17(6B):841-857
罗强.一种初始各向异性砂土本构模型的数值应用及试验验证[J],Chinese Journal of Applied Mechanics,2020,37(5):2105-2111
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