Developments in modeling techniques for reliability design of aquaculture cages: A review
Offshore aquaculture is gaining traction due to space limitations in nearshore waters, more
pristine water, cooler temperatures, and better waste dispersal. This move has spurred the …
pristine water, cooler temperatures, and better waste dispersal. This move has spurred the …
[HTML][HTML] Earthquake response of monopiles and caissons for Offshore Wind Turbines founded in liquefiable soil
Monopile has been the most widespread foundation type for Offshore Wind Turbines (OWTs)
in shallow waters. Caisson (skirted) foundations have also been evaluated in some projects …
in shallow waters. Caisson (skirted) foundations have also been evaluated in some projects …
Micromechanical analysis of suction pile-granular soil interaction under inclined pulling load of mooring line: Mooring depth effect
Y Peng, ZY Yin - Marine Structures, 2023 - Elsevier
The micro-mechanism of mooing depth effect on the interactions between suction piles and
granular soil remains unclear. This study investigates suction pile-soil interaction behaviour …
granular soil remains unclear. This study investigates suction pile-soil interaction behaviour …
Seismic response of tripod suction bucket foundation for offshore wind turbine in sands
X Cheng, Y Li, K Mu, MH El Naggar, Y Zhou… - Soil Dynamics and …, 2024 - Elsevier
Tripod suction bucket foundation is increasingly used to support offshore wind turbines
(OWTs) due to its convenient and low-cost installation and high overturning resistance …
(OWTs) due to its convenient and low-cost installation and high overturning resistance …
Micromechanical analysis of suction pile-granular soil interaction under inclined pulling load: Effect of pulling angle
Y Peng, ZY Yin - Ocean Engineering, 2023 - Elsevier
The micro-mechanism of interaction between the suction pile and granular soil under the
inclined pulling load of mooring lines remains unclear. This study investigated suction pile …
inclined pulling load of mooring lines remains unclear. This study investigated suction pile …
Features of earthquake-induced seabed liquefaction and mitigation strategies of novel marine structures
Y Huang, X Han - Journal of Marine Science and Engineering, 2020 - mdpi.com
With the accelerated development of marine engineering, a growing number of marine
structures are being constructed (eg, seabed pipelines, drilling platforms, oil platforms, wind …
structures are being constructed (eg, seabed pipelines, drilling platforms, oil platforms, wind …
Mitigation of liquefaction-induced uplift of underground structures
Buoyancy is one of the most serious manifestations of underground structure's instability
during strong ground motions. Soil liquefaction along with significant reduction of its shear …
during strong ground motions. Soil liquefaction along with significant reduction of its shear …
Response of suction bucket foundation subjected to wind and earthquake loads on liquefiable sandy seabed
B Gao, W Zhu, Q Zhang, G Ye - Soil Dynamics and Earthquake Engineering, 2022 - Elsevier
Offshore wind turbines (OWTs) are now being built in seismically active regions with the
implementation of net-zero emissions of carbon dioxide. Safe operation of OWTs on suction …
implementation of net-zero emissions of carbon dioxide. Safe operation of OWTs on suction …
Shaking table tests of offshore wind turbine systems with a suction bucket foundation in sandy seabed subject to earthquake and wind loads
B Gao, C Li, F Zhou, W Zhu, G Ye - Marine Structures, 2025 - Elsevier
With the rapid development of offshore wind power industries in China, a significant
proportion of existing and planned offshore wind farms are located near seismically active …
proportion of existing and planned offshore wind farms are located near seismically active …
Spectral element formulation for rock-socketed mono-pile under horizontal dynamic loads
The current study entails a thorough investigation of the dynamic response of a mono-pile
foundation in homogeneous soil and varied layered soil–rock conditions under horizontal …
foundation in homogeneous soil and varied layered soil–rock conditions under horizontal …