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| Peak uplift resistance of offshore slender structures shallowly buried in the sloping seabed considering wave actions 期刊论文 APPLIED OCEAN RESEARCH, 2022, 卷号: 129, 页码: 14 作者: Yang, Hongkuan; Guo, Zhen; Wang, Lizhong; Qi WG(漆文刚) Adobe PDF(8729Kb)  |  收藏  |  浏览/下载:177/36  |  提交时间:2022/12/20 Sloping seabed Wave actions Slender structures Peak uplift resistance Reduction |
| Spatiotemporal evolution of excess pore pressures in a silty seabed under progressive waves during residual liquefaction 期刊论文 APPLIED OCEAN RESEARCH, 2022, 卷号: 129, 页码: 14 作者: Li CF(李畅飞); Wang YF; Gao FP(高福平); Yang LJ(杨鲤境) Adobe PDF(5842Kb)  |  收藏  |  浏览/下载:157/40  |  提交时间:2023/02/03 Pore pressure Wave loading Flume observation Silty seabed Seabed liquefaction |
| A non-Darcy flow model for a non-cohesive seabed involving wave-induced instantaneous liquefaction 期刊论文 OCEAN ENGINEERING, 2021, 卷号: 239, 页码: 16 作者: Zhou, Mo-Zhen; Qi WG(漆文刚); Jeng, Dong-Sheng; Gao FP(高福平) Adobe PDF(2148Kb)  |  收藏  |  浏览/下载:233/53  |  提交时间:2021/11/01 Nonlinear complementarity problem Karush-Kuhn-Tucker (KKT) condition Penalty method Non-Darcy flow model Seabed liquefaction Wave-seabed interactions |
| Modelling the wave-induced instantaneous liquefaction in a non-cohesive seabed as a nonlinear complementarity problem 期刊论文 COMPUTERS AND GEOTECHNICS, 2021, 卷号: 137, 页码: 18 作者: Zhou, Mozhen; Liu, Hui; Jeng, Dong-Sheng; Qi WG(漆文刚); Fang, Qian Adobe PDF(3715Kb)  |  收藏  |  浏览/下载:179/32  |  提交时间:2021/11/01 Nonlinear complementarity problem Karush-Kuhn-Tucker (KKT) condition Lagrange multiplier method Soil liquefaction Wave-seabed interactions |
| Equivalent plane strain model of stone column reinforced foundation 会议论文 2nd International Conference on Civil Engineering, Environment Resources and Energy Materials, Changsha, PEOPLES R CHINA, SEP 18-20, 2020 作者: Li HY(李鸿远) Adobe PDF(713Kb)  |  收藏  |  浏览/下载:178/38  |  提交时间:2021/03/30 |
| Quantitative characterization of damage-aggravation effect caused by progressive damage 期刊论文 ACTA MECHANICA SINICA, 2021, 页码: 17 作者: Lin QD(林钦栋); Li SH(李世海); Feng C(冯春); Zhou D(周东) Adobe PDF(2029Kb)  |  收藏  |  浏览/下载:282/45  |  提交时间:2021/03/03 Progressive damage Bearing strength Damage-aggravation effect Progressive damage ratio |
| Uplift soil resistance to a shallowly-buried pipeline in the sandy seabed under waves: Poro-elastoplastic modeling 期刊论文 APPLIED OCEAN RESEARCH, 2020, 卷号: 95, 页码: 13 作者: Qi WG(漆文刚); Shi YM(师玉敏); Gao FP(高福平) 浏览  |  Adobe PDF(5720Kb)  |  收藏  |  浏览/下载:526/151  |  提交时间:2020/04/07 Wave-seabed-pipeline interaction Poro-elastoplastic model Buried pipe Transient pore-pressure response Vertical soil resistance |
| Numerical study of scour depth effect on wave-induced seabed response and liquefaction around a pipeline 期刊论文 MARINE GEORESOURCES & GEOTECHNOLOGY, 2019, 页码: 12 作者: Li H; Wang SQ; Chen XG; Hu C(胡存); Liu JZ 浏览  |  Adobe PDF(2068Kb)  |  收藏  |  浏览/下载:228/91  |  提交时间:2020/03/21 Pipeline liquefaction depth scour depth pore pressure response anisotropic seabed |
| Numerical analysis of the dynamic evolution of mining-induced stresses and fractures in multilayered rock strata using continuum-based discrete element methods 期刊论文 INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2019, 卷号: 113, 页码: 191-210 作者: Ju Y; Wang YL; Su CS; Zhang DS(张东双); Ren ZY 浏览  |  Adobe PDF(6525Kb)  |  收藏  |  浏览/下载:402/177  |  提交时间:2019/04/11 Continuum-based discrete element method Multilayered rock strata Mining-induced stress evolution Caving zone Fracture zone Layer separation |
| Wave induced instantaneously-liquefied soil depth in a non-cohesive seabed 期刊论文 Ocean Engineering, 2018, 卷号: 153, 页码: 412-423 作者: Qi WG(漆文刚); Gao FP(高福平) 浏览  |  Adobe PDF(2214Kb)  |  收藏  |  浏览/下载:265/88  |  提交时间:2018/10/22 |