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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：170/33 | 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：154/39 | 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：230/52 | 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：176/31 | 提交时间：2021/11/01
Nonlinear complementarity problem Karush-Kuhn-Tucker (KKT) condition Lagrange multiplier method Soil liquefaction Wave-seabed interactions |
| 拉哇水电站上游围堰渗流与应力变形动态耦合仿真分析 期刊论文
岩土工程学报, 2021, 卷号: 43, 期号: 04, 页码: 613-623
作者: 吴梦喜; 宋世雄; 吴文洪
Adobe PDF(3431Kb) | 收藏 | 浏览/下载：288/34 | 提交时间：2021/04/19
渗流 变形 有限元 固结 耦合模拟 |
| 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：176/37 | 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：280/44 | 提交时间：2021/03/03
Progressive damage Bearing strength Damage-aggravation effect Progressive damage ratio |
| 深厚软弱覆盖层地基围堰渗流应力非线性耦合与稳定性分析 学位论文
硕士论文，北京: 中国科学院大学, 2020
作者: 李鸿远
 Adobe PDF(15066Kb) | 收藏 | 浏览/下载：383/5 | 提交时间：2020/12/10
深厚软弱覆盖层，土石围堰，渗流应力场耦合分析，边坡稳定 |
| 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：522/151 | 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：227/91 | 提交时间：2020/03/21
Pipeline liquefaction depth scour depth pore pressure response anisotropic seabed |
