Fu‐Ping Gao
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View article: Predicting the ultimate bearing capacity of suction anchors for offshore mooring systems in trenched seabeds
Predicting the ultimate bearing capacity of suction anchors for offshore mooring systems in trenched seabeds Open
View article: Effect of apparent pore-fluid compressibility and degree of saturation with atmospheric pressure on wave-induced transient pore pressure response
Effect of apparent pore-fluid compressibility and degree of saturation with atmospheric pressure on wave-induced transient pore pressure response Open
View article: SR‐717, a Non‐Nucleotide STING Agonist, Displayed Anti‐Radiation Activity in a IL‐6 Dependent Manner
SR‐717, a Non‐Nucleotide STING Agonist, Displayed Anti‐Radiation Activity in a IL‐6 Dependent Manner Open
Ionizing radiation (IR) induced damages are common complications of radiotherapy for tumors, severely limiting the intensity and therapeutic efficacy of the radiotherapy program. Emerging data indicated that the cGAS‐STING pathway has para…
View article: The circadian clock module LgPRR7–LgFKF1 negatively regulates flowering time in <i>Luculia gratissima</i>, a woody ornamental plant
The circadian clock module LgPRR7–LgFKF1 negatively regulates flowering time in <i>Luculia gratissima</i>, a woody ornamental plant Open
Photoperiod-dependent flowering is a critical trait in breeding for flowering time in woody ornamental plants. Circadian clocks are vital for the regulation of photoperiodic flowering in plants, but their molecular regulation pathways in w…
View article: A physics-based model for clear-water scour development around a pile foundation in clayey soils
A physics-based model for clear-water scour development around a pile foundation in clayey soils Open
Significant advancements have been made in understanding local scour around pile foundations in non-cohesive soils; however, the scour phenomenon in clay soils remains relatively unexplored. Existing formulas for predicting scour developme…
View article: An Interpretable ML-based Model for Predicting p-y Curves of Monopile Foundations in Sand
An Interpretable ML-based Model for Predicting p-y Curves of Monopile Foundations in Sand Open
Predicting the lateral pile response is challenging due to the complexity of pile-soil interactions. Machine learning (ML) techniques have gained considerable attention for their effectiveness in non-linear analysis and prediction. This st…
View article: Very High Cycle Fatigue Life of Free-Spanning Subsea Pipeline Subjected to Vortex-Induced Vibrations
Very High Cycle Fatigue Life of Free-Spanning Subsea Pipeline Subjected to Vortex-Induced Vibrations Open
Free-spanning subsea pipelines subjected to vortex-induced vibrations (VIVs) are particularly prone to fatigue failure. Existing flume observations indicated that the VIVs of a near-bed cylinder may be triggered effectively in moderate she…
View article: Sequential Evolution of Residual Liquefaction in a Silty Seabed: Effect of Wave-Loading History
Sequential Evolution of Residual Liquefaction in a Silty Seabed: Effect of Wave-Loading History Open
Multiple liquefaction events may occur if a seabed is subjected to repeated but intermittent wave loadings. This study aimed to investigate the influence of the wave-loading history on the evolution of residual liquefaction in a silty seab…
View article: Efficient Alcoholysis of Waste Rigid Polyurethane Foam Using Mil-101(Fe) Catalyst
Efficient Alcoholysis of Waste Rigid Polyurethane Foam Using Mil-101(Fe) Catalyst Open
View article: Response spectra for transient pore-pressure in a sandy seabed under random waves: Frequency-filtering effect
Response spectra for transient pore-pressure in a sandy seabed under random waves: Frequency-filtering effect Open
View article: Wave‐Current Coupling Effects on the Variation Modes of Pore Pressure Response in a Sandy Seabed: Physical Modeling and Explicit Approximations
Wave‐Current Coupling Effects on the Variation Modes of Pore Pressure Response in a Sandy Seabed: Physical Modeling and Explicit Approximations Open
Previous flume observations on the response of pore pressure in the seabed induced by the combined wave‐current were mainly limited to relatively deep‐water waves with wavenumber times water depth approximately above 1.0. Meanwhile, existi…
View article: Strouhal number for boundary shear flow past a circular cylinder in the subcritical flow regime
Strouhal number for boundary shear flow past a circular cylinder in the subcritical flow regime Open
View article: Stochastic analysis on the lateral buckling of a HPHT pipeline considering the spatial variability of seabed
Stochastic analysis on the lateral buckling of a HPHT pipeline considering the spatial variability of seabed Open
View article: A Slip-Line Field Solution for the Ultimate Bearing Capacity of a Pipeline Under Oblique Loading on a Clayey Seabed
A Slip-Line Field Solution for the Ultimate Bearing Capacity of a Pipeline Under Oblique Loading on a Clayey Seabed Open
Predicting the ultimate bearing capacity of a deep-sea pipeline on the soft clayey seabed is crucial to on-bottom stability and global buckling analyses. Based on the slip-line field theory, an analytical solution is derived for the undrai…
View article: Lateral Bearing Capacity of a Hybrid Monopile: Combined Effects of Wing Configuration and Local Scour
Lateral Bearing Capacity of a Hybrid Monopile: Combined Effects of Wing Configuration and Local Scour Open
Pile foundations for offshore wind turbines are subjected to large lateral loads. By mounting wings on the perimeter of regular monopiles, winged monopiles have shown better performance in resisting deformation under horizontal loading. Ho…
View article: Spatiotemporal evolution of excess pore pressures in a silty seabed under progressive waves during residual liquefaction
Spatiotemporal evolution of excess pore pressures in a silty seabed under progressive waves during residual liquefaction Open
View article: Combined nonlinear wave and current induced instantaneously-liquefied soil depth in a non-cohesive seabed
Combined nonlinear wave and current induced instantaneously-liquefied soil depth in a non-cohesive seabed Open
View article: Instability and Failure of Subsea Structures
Instability and Failure of Subsea Structures Open
Subsea engineering structures are an evolutive system with high diversity, e [...]
View article: Characterization of spatio-temporal distributions of wave-induced pore pressure in a non-cohesive seabed: Amplitude-attenuation and phase-lag
Characterization of spatio-temporal distributions of wave-induced pore pressure in a non-cohesive seabed: Amplitude-attenuation and phase-lag Open
View article: Predicting the Instability Trajectory of an Obliquely Loaded Pipeline on a Clayey Seabed
Predicting the Instability Trajectory of an Obliquely Loaded Pipeline on a Clayey Seabed Open
Predicting the instability trajectory of an obliquely loaded pipeline on the seabed is vital for the global buckling assessment. To numerically investigate the obliquely loaded pipe–soil interactions, a plane strain elastoplastic finite el…
View article: Quantifying the spatiotemporal evolution of the turbulent horseshoe vortex in front of a vertical cylinder
Quantifying the spatiotemporal evolution of the turbulent horseshoe vortex in front of a vertical cylinder Open
The spatiotemporal evolution of the turbulent horseshoe vortex (THV) in front of a cylinder vertically mounted on a hydraulically smooth flat-bed was physically modeled in a large water flume. A particle image velocimetry (PIV) system with…
View article: Triggering mechanics for transverse vibrations of a circular cylinder in a shear flow: Wall-proximity effects
Triggering mechanics for transverse vibrations of a circular cylinder in a shear flow: Wall-proximity effects Open
View article: A non-Darcy flow model for a non-cohesive seabed involving wave-induced instantaneous liquefaction
A non-Darcy flow model for a non-cohesive seabed involving wave-induced instantaneous liquefaction Open
View article: Evaluation for Allowable Span Length of a Submarine Pipeline Considering VIV Hysteresis Effect
Evaluation for Allowable Span Length of a Submarine Pipeline Considering VIV Hysteresis Effect Open
Vortex-induced vibration (VIV) is one of the main causes of fatigue failure of submarine pipelines under the action of ocean currents. A reasonable evaluation for the allowable (maximum) length of a pipeline span is vital for the avoidance…
View article: Coupled Flow-Seepage-Elastoplastic Modeling for Competition Mechanism between Lateral Instability and Tunnel Erosion of a Submarine Pipeline
Coupled Flow-Seepage-Elastoplastic Modeling for Competition Mechanism between Lateral Instability and Tunnel Erosion of a Submarine Pipeline Open
The instability of a partially embedded pipeline under ocean currents involves complex fluid–pipe–soil interactions, which may induce two typical instability modes; i.e., the lateral instability of the pipe and the tunnel erosion of the un…
View article: Breaking-Wave Induced Transient Pore Pressure in a Sandy Seabed: Flume Modeling and Observations
Breaking-Wave Induced Transient Pore Pressure in a Sandy Seabed: Flume Modeling and Observations Open
Previous studies on wave-induced pore pressure in a porous seabed mainly focused on non-breaking regular waves, e.g., Airy linear waves or Stokes non-linear waves. In this study, breaking-wave induced pore pressure response in a sandy seab…
View article: A LSTM surrogate modelling approach for caisson foundations
A LSTM surrogate modelling approach for caisson foundations Open
View article: Intelligent modelling of clay compressibility using hybrid meta-heuristic and machine learning algorithms
Intelligent modelling of clay compressibility using hybrid meta-heuristic and machine learning algorithms Open
View article: Numerical analysis for the role of soil properties to the load transfer in clay foundation due to the traffic load of the metro tunnel
Numerical analysis for the role of soil properties to the load transfer in clay foundation due to the traffic load of the metro tunnel Open
View article: Uplift soil resistance to a shallowly-buried pipeline in the sandy seabed under waves: Poro-elastoplastic modeling
Uplift soil resistance to a shallowly-buried pipeline in the sandy seabed under waves: Poro-elastoplastic modeling Open