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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基础科技研究院院长
- 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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[1] 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)
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[2] 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
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[3] 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-+
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[4] 刘君.Experimental investigation on hydrodynamic characteristics of OMNI-Max anchor with a booster[J],OCEAN ENGINEERING,2022,158(1):38-53
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[5] 刘君.Experimental investigates on hydrodynamic characteristics of gravity installed anchors with a boos[J],OCEAN ENGINEERING,2022,158:38-53
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[6] 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
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[7] Guo, Xing-sen.Low-Temperature Rheological Behavior of Submarine Mudflows[J],JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING,2022,146(2)
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[8] 王忠涛.The dynamic response analysis of piled wharf under seismic excitation[J],Applied Mechanics and Materials,2022,204(208):2605-2609
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[9] 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
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[10] Wu, Yuqi.Theoretical studies on penetration resistance of suction caissons in clay[J],MARINE GEORESOURCES GEOTECHNOLOGY,2022,37(5):558-567
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[11] 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
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[12] 王忠涛.A comparison between a new PPT and PDCR81 series[J],Applied Mechanics and Materials,2022,170(173):954-957
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[13] 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
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[14] 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
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[15] 王忠涛.Analytical model for vertically loaded anchor performance with a bridle shank[J],COMPUTERS AND GEOTECHNICS,2022,82(1):85-98
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[16] Cong, Binlong.Analytical model for vertically loaded anchor performance with a bridle shank[J],COMPUTERS AND GEOTECHNICS,2022,82:85-98
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[17] 杨庆.An analytical solution for the ultimate embedment depth and potential capacity of vertically loade[J],OCEAN ENGINEERING,2022,187
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[18] 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)
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[19] 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
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[20] 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
