Results 81 to 90 of about 626 (200)
This paper investigates the behavior of a monopile-gravity-shallow bucket (MGB) hybrid foundation for offshore wind turbines (OWTs) under cyclic loading conditions. The study aims to understand the long-term performance of the hybrid foundation, focusing
Xinyao Li +5 more
doaj +1 more source
Trend in suction bucket foundation for offshore wind turbine [PDF]
This paper reviews research trend in suction bucket foundation. Wind energy farm has been considered as an efficient alternative to fuel energy as world markets attempt to discover renewable resources.
권오순 +4 more
core
Cofferdams provide dry, stable working conditions for construction in marine environments. However, conventional methods often require significant time and cost for installation and removal, and are prone to leakage.
Ju-Hyung Lee, Zhen-Hua Xin, Seongho Hong
doaj +1 more source
A comprehensive review of foundation designs for fixed offshore wind turbines
In the present study, technical challenges and their corresponding solutions for each type of foundation—gravity-based, monopile, jacket, tripod, and suction bucket—used in wind turbines were addressed with consideration to different water depths.
Yun-jae Kim +3 more
doaj +1 more source
Parametric Study on Scouring around Suction Bucket Foundation [PDF]
Sunho Park +4 more
openaire +1 more source
Penetration behavior of suction bucket foundations in an offshore wind farm
The penetration behavior of suction bucket foundations has a significant effect on engineering application. Based on the measured installation data of two suction bucket jacket foundations in an offshore wind farm, the CPT-based method used for ...
WANG Wei 1, LIU Junfeng 2, LI Yajing 3, NI Daojun 3, TENG Huadeng 2, HUANG Shaoxing 2
doaj +1 more source
Medium-scale laboratory model of mono-bucket foundation for installation tests in sand [PDF]
Design implications of suction installation of bucket foundations are still not well understood. During suction installation, applied suction under the bucket lid results in seepage flow through the surrounding sand.
Ibsen, Lars Bo +3 more
core +2 more sources
This study investigates the influence of inside-trapped water and remedial grouting on the vertical bearing behaviour of suction bucket foundations in sand through 1 g laboratory model tests.
Hanbo Zhai +5 more
doaj +1 more source
Bearing Capacity of Skirted Suction Caissons Under Vertical Loading in Sand
:To increase the bearing behavior of conventional suction foundation,a modified type of the suction caisson,named as skirted suction caisson,was studied by using both the numerical method and model tests.Vertical loading-settlement curves and deformation
李大勇, 黄婷, 翟汉波
doaj
This study investigates the impact of soil–structure interaction (SSI) and foundation–soil–foundation interaction (FSFI) on the dynamic behaviour of jacket substructures founded on buckets for offshore wind turbines.
Carlos Romero-Sánchez +2 more
doaj +1 more source

