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| Micromechanical analysis of pipeline-soil interaction in unsaturated granular soil undergoing lateral ground movement 期刊论文
COMPUTERS AND GEOTECHNICS, 2024, 卷号: 169, 页码: 18
Authors: Peng, Yu; Yin, ZhenYu; Gao FP(高福平)
  Favorite | View/Download：9/0 | Submit date：2024/05/14
Micromechanics Granular soils Pipeline -soil interaction Discrete element method Finite element method Progressive failure |
| Strouhal number for boundary shear flow past a circular cylinder in the subcritical flow regime 期刊论文
OCEAN ENGINEERING, 2023, 卷号: 269, 页码: 13
Authors: Liu Y(刘艳); Liu J(刘俊); Gao FP(高福平)
 Adobe PDF(10939Kb) | Favorite | View/Download：127/6 | Submit date：2023/03/08
Vortex shedding Bed-proximity effects Shear flow Particle image velocimetry (PIV) Circular cylinder |
| Combined nonlinear wave and current induced instantaneously-liquefied soil depth in a non-cohesive seabed 期刊论文
COASTAL ENGINEERING, 2023, 卷号: 179, 页码: 12
Authors: Yang LJ(杨鲤境); Gao FP(高福平); Li CF(李畅飞)
Adobe PDF(1957Kb) | Favorite | View/Download：166/7 | Submit date：2022/12/20
Combined wave -current loading Pore pressure Non -cohesive seabed Instantaneous liquefaction Phase lag Analytical solution |
| Lateral Bearing Capacity of a Hybrid Monopile: Combined Effects of Wing Configuration and Local Scour 期刊论文
JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2022, 卷号: 10, 期号: 12, 页码: 21
Authors: Li B(李彪); Wang YF; Qi WG(漆文刚); Wang SY(王顺意); Gao FP(高福平)
Adobe PDF(3794Kb) | Favorite | View/Download：179/31 | Submit date：2023/02/03
winged monopile lateral capacity local scour sandy seabed modified Mohr-Coulomb model |
| 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
Authors: Li CF(李畅飞); Wang YF; Gao FP(高福平); Yang LJ(杨鲤境)
Adobe PDF(5842Kb) | Favorite | View/Download：195/54 | Submit date：2023/02/03
Pore pressure Wave loading Flume observation Silty seabed Seabed liquefaction |
| Characterization of spatio-temporal distributions of wave-induced pore pressure in a non-cohesive seabed: Amplitude-attenuation and phase-lag 期刊论文
OCEAN ENGINEERING, 2022, 卷号: 253, 页码: 14
Authors: Li CF(李畅飞); Gao FP(高福平)
Adobe PDF(5947Kb) | Favorite | View/Download：230/39 | Submit date：2022/07/18
Flume observations Analytical solution Wave-induced pore pressure Amplitude attenuation Phase lag |
| Predicting the Instability Trajectory of an Obliquely Loaded Pipeline on a Clayey Seabed 期刊论文
JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2022, 卷号: 10, 期号: 2, 页码: 21
Authors: Wang N(汪宁); Qi WG(漆文刚); Gao FP(高福平)
Adobe PDF(4148Kb) | Favorite | View/Download：408/220 | Submit date：2022/05/17
deep-sea pipeline clayey seabed oblique load bearing capacity failure envelope critical pipe weight |
| Quantifying the spatiotemporal evolution of the turbulent horseshoe vortex in front of a vertical cylinder 期刊论文
PHYSICS OF FLUIDS, 2022, 卷号: 34, 期号: 1, 页码: 19
Authors: Qi WG(漆文刚); Liu,Jun; Gao FP(高福平); Li B(李彪); Chen,QiGang
Adobe PDF(9917Kb) | Favorite | View/Download：233/46 | Submit date：2022/03/05 |
| 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
Authors: Zhou, Mo-Zhen; Qi WG(漆文刚); Jeng, Dong-Sheng; Gao FP(高福平)
Adobe PDF(2148Kb) | Favorite | View/Download：258/53 | Submit date：2021/11/01
Nonlinear complementarity problem Karush-Kuhn-Tucker (KKT) condition Penalty method Non-Darcy flow model Seabed liquefaction Wave-seabed interactions |
| 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
Authors: Qi WG(漆文刚); Shi YM(师玉敏); Gao FP(高福平)
 View | Adobe PDF(5720Kb) | Favorite | View/Download：551/159 | Submit date：2020/04/07
Wave-seabed-pipeline interaction Poro-elastoplastic model Buried pipe Transient pore-pressure response Vertical soil resistance |
