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Lateral bearing capacity of hybrid monopile-friction wheel foundation for offshore wind turbines by centrifuge modelling

Journal Article · · Ocean Engineering
 [1];  [2];  [2];  [2]
  1. Case Western Reserve Univ., Cleveland, OH (United States). Dept. of Civil Engineering; LEEDCo
  2. Case Western Reserve Univ., Cleveland, OH (United States). Dept. of Civil Engineering
The hybrid monopile-friction wheel foundation is an innovative alternative for offshore wind turbines. The concept has wider adaptability and can be used as reinforcement method for existing monopiles. A series of centrifuge tests was performed to investigate the lateral bearing capacities of the hybrid foundation under monotonic loads. Five foundation models and two soil types were considered. According to the recorded responses, the hybrid foundation demonstrated better lateral behaviors that both lateral bearing capacity and stiffness are enhanced. Two analytical methods were proposed and compared with the centrifuge test results. The bearing capacity of the hybrid foundation is smaller than the sum of individual pile and friction wheel, and a reduction factor is suggested for both friction wheels. The friction wheel restrains rotations of monopile and provides extra restoring moments; their effects are idealized as equivalent moments acting on the pile head. The analytical results provide possible solutions in estimating the lateral bearing capacity of the innovative hybrid foundation system for offshore wind turbines by using traditional theories.
Research Organization:
Lake Erie Energy Development Organization, Cleveland, OH (United States)
Sponsoring Organization:
USDOE Office of Energy Efficiency and Renewable Energy (EERE)
Grant/Contract Number:
EE0006714
OSTI ID:
1605666
Alternate ID(s):
OSTI ID: 1577903
Journal Information:
Ocean Engineering, Journal Name: Ocean Engineering Journal Issue: C Vol. 148; ISSN 0029-8018
Publisher:
ElsevierCopyright Statement
Country of Publication:
United States
Language:
English

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