Results 61 to 70 of about 357 (184)

Validation and Application of a New Software Tool Implementing the PISA Design Methodology

Journal of Marine Science and Engineering, 2020
The PISA (Pile Soil Analysis) research project has resulted in a new methodology for the design of offshore wind turbine monopile foundations. A new software tool called PLAXIS Monopile Designer (MoDeTo) has been developed that automates the PISA design ...
Ronald Brinkgreve, Diego Lisi, Miquel Lahoz, Stavros Panagoulias   +3 more
doaj   +1 more source

State‐of‐the‐Art Review of Vibration‐Based Health Monitoring of Piles

Structural Control and Health Monitoring, Volume 2026, Issue 1, 2026.
Vibration‐based health monitoring (VHM) has emerged as a promising technique for assessing the integrity of deep foundations by interpreting variations in dynamic response governed by soil–pile interaction. This review presents the theoretical background of foundation failure mechanisms, sensing technologies, and numerical approaches that underpin VHM ...
Sukanta Das, Meisam Goudarzy, Satoshi Matsumura, Robert Kayen, Avik Kumar Das, Young-Jin Cha   +5 more
wiley   +1 more source

CPTU-Based Offshore Wind Monopile Rigid Bearing Mechanism Analysis

Journal of Marine Science and Engineering
With the development of the offshore wind industry in China, the amount of offshore wind turbines has increased rapidly. Large-diameter steel monopile foundations of offshore wind turbines have been widely adopted in China with lots of marine clay ...
Jie Zhou, Renjie Gu, Panpan Shen, Chengjun Liu, Zeyao Li, Kefan Zhu, Zhenming Shi   +6 more
doaj   +1 more source

Seismic Response Mechanism and Soil–Structure Interaction of Monopile Offshore Wind Turbines Under Flat and Near‐Sloping Seabed Scenarios

Shock and Vibration, Volume 2026, Issue 1, 2026.
Monopile foundations are widely used in fixed‐bottom offshore wind turbines (OWTs), and their seismic response is strongly affected by pile–soil–structure interaction. Most existing studies have focused on OWTs located on flat and idealized seabeds, whereas the influence of near‐slope seabed topography has received relatively limited experimental ...
Bang-Yan Liang, Zhao-Zhong Wang, Wen-Wen Yu, Wen-Huo Sun, Yu-Jia Liang, Yong-Hui Huang, Zhipeng Zhao   +6 more
wiley   +1 more source

Calibration foundation models for the WAS-XL monopile

, 2020
This technical note documents the calibration of REDWIN foundation model 2 and distributed p-y springs for the WAS-XL monopile in clay with a length over diameter ratio (L/D) of 5. The calibration files will be used by the OC6 Phase II participants to verify the correct implementation of foundation models.
Dahl, Birgitte Misund, Page, Ana, Løkke, Arnkjell   +2 more
openaire   +1 more source

Hydrodynamic Characteristic Around the Riprap Protection of Monopile Wind Power Foundation with Scour Pit During Scour

Energies
Riprap protection is widely used in offshore wind power foundations. The boundary of riprap will change and affect the hydrodynamics around the foundation during scour.
Tongshun Yu, Li Wang, Congbao Mei, Xiaofeng Dong   +3 more
doaj   +1 more source

Numerical Analysis of Jacked and Impact-Driven Pile Installation Procedures in Offshore Wind Turbine Foundations

Geotechnics
The increasing global demand for renewable energy has resulted in a high interest in wind power, with offshore wind farms offering better performance than onshore installations.
Ka Lok Chan, Susana Lopez-Querol, Pedro Martin-Moreta   +2 more
doaj   +1 more source

Experimental Study of the Hydrodynamic Forces of Pontoon Raft Aquaculture Facilities Around a Wind Farm Monopile Under Wave Conditions

Journal of Marine Science and Engineering
The integrated development of offshore wind power and marine aquaculture represents a promising approach to the sustainable utilization of ocean resources.
Deming Chen, Mingchen Lin, Jinxin Zhou, Yanli Tang, Fenfang Zhao, Xinxin Wang, Mengjie Yu, Qiao Li, Daisuke Kitazawa   +8 more
doaj   +1 more source

Cyclic lateral loading of monopile foundations in cohesionless soils

, 2015
Le monopieu est le type de fondation le plus utilisé pour l’installation des éoliennes offshore. De nos jours, leur dimensionnement est basé sur un transfert de connaissances de l’industrie pétrolière et gazière. Si des similitudes existent entre le dimensionnement des pieux pour l’éolien offshore et celui des plateformes pétrolières, plusieurs ...
openaire   +2 more sources

Calculation Method on the Horizontal Bearing Capacity of the Stiffened Deep-Cement-Mixing Monopile Based on m Method

Nantong Daxue xuebao. Ziran kexue ban, 2021
The existing calculation methods of the horizontal bearing capacity(HBC) on the stiffened-deep-cementmixing(SDCM) monopile in relevant design codes are not very clear.
HONG Junqing, BAO Hua, ZHOU Wei, XIA Baogang, WU Changjiang   +4 more
doaj   +1 more source