王忠涛
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教授
博士生导师
硕士生导师
- 主要任职:科学技术研究院副院长兼科技发展研究院院长、人文社科研究院院长
- 性别:男
- 毕业院校:大连理工大学
- 学位:博士
- 所在单位:科学技术研究院(科技合作与成果转化中心)
- 学科:岩土工程
- 办公地点:综合实验1号楼213室
- 联系方式:Zhongtao@dlut.edu.cn
- 电子邮箱:zhongtao@dlut.edu.cn
访问量:
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[21] 王忠涛.Centrifuge modelling of active pipeline-soil loading under different impact angle in soft clay[J],APPLIED OCEAN RESEARCH,2022,98
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[22] 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
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[23] 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
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[24] Sun, Yifei.Mechanistic representation of the grading-dependent aggregates resiliency using stress transmissio[J],Geomechanics and Engineering,2022,17(4):405-411
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[25] 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
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[26] 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
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[27] 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
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[28] 张昱.Numerical analysis of the impact forces exerted by submarine landslides on pipelines[J],APPLIED OCEAN RESEARCH,2022,92
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[29] 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
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[30] 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
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[31] 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
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[32] 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
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[33] 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
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[34] Luo Qiang.Numerical analysis and centrifuge modeling of shallow foundations[J],China Ocean Engineering,2022,28(2):163-180
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[35] 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-+
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[36] 王忠涛.Numetical Analysis of Free Field under Horizontal Seismic Excitations[J],Applied Mechanics and Materials,2022,166(169):2005-2008
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[37] 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
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[38] 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
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[39] Kong, Gang Qiang.Shear modulus and damping ratios of transparent soil manufactured by fused quartz[J],MATERIALS LETTERS,2022,182:257-259
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[40] 王忠涛.Shear modulus and damping ratios of transparent soil manufactured by fused quatz[J],MATERIALS LETTERS,2022,182(1):257-259