近期论文
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期刊论文(近5年,截至2021.01)
[1]Hualing Zhai,Dong-sheng Jeng,国振,Zuodong Liang,Impact of two-dimensional seepage flow on sediment incipient motion under waves,Applied Ocean Research,2021,108:102510.
[2]Lizhong Wang,Shengjie Rui,国振,Yangyang Gao,Wenjie Zhou,Zhenyu Liu,Seabed trenching near the mooring anchor:history cases and numerical studies,Ocean Engineering,2020,218:108233.
[3]Wenjie Zhou,国振,Lizhong Wang,Jiahao Li,Yujie Li,Shengjie Rui,Simplified t-z models for estimating the frequency and inclination of jacket supported offshore wind turbines,Computers and Geotechnics,2020,132:103959.
[4]Fanyu Zeng,国振,Lizhong Wang,Yangyang Gao,Zhenyu Liu,Experimental investigation on macro-mesoscopic characteristics of seepage flow in transparent porous media,Applied Ocean Research,2020,105:102424.
[5]Shengjie Rui,国振,Lizhong Wang,Haochen Liu,Wenjie Zhou,Numerical investigations on load transfer of mooring line considering chain-seabed dynamic interaction,Marine Georesources&Geotechnology,2020,DOI:10.1080/1064119X.2020.1846646.
[6]Wenjie Zhou,国振,Lizhong Wang,Jiahao Li,Shengjie Rui,Effect of cyclic jacking on sand-pile interface shear behaviour,Soil Dynamics and Earthquake Engineering,2020,141:106479.
[7]Lizhong Wang,Wenjie Zhou,国振,Shengjie Rui,Frequency change and accumulated inclination of offshore wind turbine jacket structure with piles in sand under cyclic loadings,Ocean Engineering,2020,217:108045.
[8]Wenjie Zhou,国振,Lizhong Wang,Jiahao Li,Shengjie Rui,Sand-steel interface behaviour under large-displacement and cyclic shear,Soil Dynamics and Earthquake Engineering,2020,138:106352.
[9]Yujie Li,国振,Lizhong Wang,Zhe Ye,Chaofeng Shen,Wenjie Zhou,Interface shear behaviour between micp-treated calcareous sand and steel,Journal of Materials in Civil Engineering,2020,33(2):04020455.
[10]Yujie Li,国振,Lizhong Wang,Yilong Li,Zhenyu Liu,Shear resistance of micp cementing material at the interface between calcareous sand and steel,Materials Letters,2020,274(1):1-4.
[11]Shengjie Rui,Lizhong Wang,国振,Xiaoming Cheng,Bo Wu,Monotonic behavior of interface shear between carbonate sand and steel,Acta Geotechnica,2020,DOI:10.1007/s11440-020-00987-9.
[12]Shengjie Rui,Lizhong Wang,国振,Wenjie Zhou,Yujie Li,Cyclic behavior of interface shear between carbonate sand and steel,Acta Geotechnica,2020,DOI:10.1007/s11440-020-01002-x.
[13]Shengjie Rui,国振,Tongling Si,Yujie Li,Effect of particle shape on the liquefaction resistance of calcareous sands,Soil Dynamics and Earthquake Engineering,2020,137:106302.
[14]Wei Guo,Zhenyu Bai,Xiaobo Wang,Hanyun Liu,Dan Bu,国振,Wenqi Hou,Zhiwu Yu,A combination strategy of hollow-closed-wall in-filled trench and elastic bearing for reducing environmental vibration induced by high-speed train,Soil Dynamics and Earthquake Engineering,2020,133:106136.
[15]Rui He,Jisheng Zhang,国振,Weiyun Chen,Dynamic vertical and rocking impedances of a strip foundation in offshore engineering,Marine Georesources&Geotechnology,2020,DOI:10.1080/1064119X.2020.1770907.
[16]Junwei Liu,国振,Bo Han,Load transfer of offshore open-ended pipe piles considering the effect of soil plugging,Journal of Marine Science and Engineering,2019,7(9):313.
[17]Wenjie Zhou,Lizhong Wang,国振,Junwei Liu,Shengjie Rui,A novel t-z model to predict the pile responses under axial cyclic loadings,Computers and Geotechnics,2019,112:120-134.
[18]国振,Dong-sheng Jeng,Hongyi Zhao,Wei Guo,Lizhong Wang,Effect of seepage flow on sediment incipient motion around a free spanning pipeline,Coastal Engineering,2019,143:50-62.
[19]Junwei Liu,国振,Na Zhu,Hui Zhao,Longfei Xu,Tao Liu,Changchun Fu,Dynamic response of offshore open-ended pile under lateral cyclic loadings,Journal of Marine Science and Engineering,2019,7(5):128.
[20]Kai Li,国振,Lizhong Wang,Hongyi Jiang,Effect of seepage flow on shields number around a fixed and sagging pipeline,Ocean Engineering,2019,172:487-500.
[21]国振,Wenjie Zhou,Congbo Zhu,Feng Yuan,Shengjie Rui,Numerical simulations of wave-induced soil erosion in silty sand seabeds,Journal of Marine Science and Engineering,2019,7(2):52-71.
[22]Kanmin Shen,国振,Lizhong Wang,Prediction of the whole mooring chain reaction to cyclic motion of a fairlead,Bulletin of Engineering Geology and the Environment,2019,78(4):2197-2213.
[23]Rui He,Amir Kaynica,Jisheng Zhang,Weiyun Chen,国振,Influence of vertical shear stresses due to pile-soil interaction on lateral dynamic responses for offshore mono-piles,Marine Structures,2019,64:341-359.
[24]Lili Ma,Lizhong Wang,国振,Hongyi Jiang,Yangyang Gao,Time development of scour around pile groups in tidal currents,Ocean Engineering,2018,163:400-418.
[25]国振,Dong-sheng Jeng,Wei Guo,Lizhong Wang,Failure mode and capacity of suction caisson under inclined short-term static and one-way cyclic loadings,Marine Georesources&Geotechnology,2018,36(1):52-63.
[26]Lili Ma,Yangyang Gao,国振,Lizhong Wang,Experimental investigation on flow past nine cylinders in a square configuration,Fluid Dynamics Research,2018,50(2):025504.
[27]Yuanqiang Cai,Zhigang Cao,Yilun Wang,国振,Ran Chen,Experimental and numerical study of the tidal bore impact on a newly-developed sheet-pile groin in qiantang river,Applied Ocean Research,2018,81:106-115.
[28]Hongyi Zhao,Zuodong Liang,Dong-sheng Jeng,Jiangfeng Zhu,国振,Weiyun Chen,Numerical investigation of dynamic soil response around a submerged rubble mound breakwater,Ocean Engineering,2018,156:406-423.
[29]Hongyi Zhao,Dong-sheng Jeng,Chencong Liao,Jisheng Zhang,国振,Weiyun Chen,Numerical modelling of liquefaction in loose sand deposits subjected to ocean waves,Applied Ocean Research,2018,73:27-41.
[30]国振,Dong-sheng Jeng,Wei Guo,Rui He,Simplified approximation for seepage effect on penetration resistance of suction caissons in sand,Ships and Offshore Structures,2017,12(7):980-990.
[31]Kanmin Shen,Lizhong Wang,国振,Dong-sheng Jeng,Numerical investigations on pore-pressure response of suction anchors under cyclic tensile loadings,Engineering Geology,2017,227:108-120.
[32]Rui He,Lizhong Wang,Ronald Y.S.Pak,国振,Jinhai Zheng,Vertical elastic dynamic impedance of a large diameter and thin-walled cylindrical shell type foundation,Soil Dynamics and Earthquake Engineering,2017,95(1):138-152.
[33]国振,Lizhong Wang,Feng Yuan,Quasi-static analysis of the multi-component mooring line for deeply embedded anchors,Journal of Offshore Mechanics and Arctic Engineering,2016,138(1):011302-1-9.
[34]朱则昊,仝福生,国振,王立忠,等,重力式基础陆上风机结构长期动力特性试验研究,浙江大学学报(工学版),2021.01.
[35]芮圣洁,国振,王立忠,周文杰,李雨杰,钙质砂与钢界面循环剪切刚度与阻尼比的试验研究,岩土力学,2019,41(1):1-9.
[36]周文杰,王立忠,汤旅军,国振,等,导管架基础海上风机动力响应数值分析,浙江大学学报(工学版),2019,53(8):1431-1437.
[37]刘振宇,王立忠,国振,黄建武,吴建国,可渗透海床单桩孤立波破碎波浪力数值研究,海洋工程,2019,37(5):57-67.
[38]曹志刚,王轶伦,国振,蔡袁强,刘海江,考虑渗流效应的冲流带泥沙起动机理研究,水科学进展,2019,30(4):568-580.
[39]刘浩晨,国振,王立忠,沈侃敏,漂浮式水上光伏电站锚泊系统设计方法,太阳能学报,2019,40(12):3485-3492.
[40]李凯,国振,王立忠,三种不同管土相互作用模型在触地区立管运动模拟中的比较研究,海洋工程,2018,36(3):33-42.
[41]汪轶群,洪义,国振,王立忠,南海钙质砂宏细观破碎力学特性,岩土力学,2018,39(1):199-206.
[42]马丽丽,国振,王立忠,赵长军,秦肖,单向流条件下单桩桩周冲刷过程特征试验研究,海洋工程,2017,35(1):136-146.