Use of a Bearing Plate to Enhance the Lateral Capacity of Monopiles in Sand
- Submitting institution
-
University of Brighton
- Unit of assessment
- 12 - Engineering
- Output identifier
- 7146150
- Type
- D - Journal article
- DOI
-
10.1061/(ASCE)GT.1943-5606.0001913
- Title of journal
- Journal of Geotechnical and Geoenvironmental Engineering
- Article number
- 04018051
- First page
- -
- Volume
- 144
- Issue
- 8
- ISSN
- 1090-0241
- Open access status
- Compliant
- Month of publication
- May
- Year of publication
- 2018
- URL
-
-
- Supplementary information
-
-
- Request cross-referral to
- -
- Output has been delayed by COVID-19
- No
- COVID-19 affected output statement
- -
- Forensic science
- No
- Criminology
- No
- Interdisciplinary
- No
- Number of additional authors
-
2
- Research group(s)
-
-
- Proposed double-weighted
- No
- Reserve for an output with double weighting
- No
- Additional information
- The continued development of the offshore wind sector requires the development of economic foundation solutions that can be deployed in deep water sites or utilised to increase capacity in shallow water sites. This article is significant because it provides a detailed assessment of a foundation solution which combines several foundation elements to create a hybrid system. The response of the hybrid foundation system demonstrated a greatly enhanced performance advantage over traditional solutions. The research has underpinned the development of other hybrid foundation solutions for offshore applications for example the monopiled-GBS and screwfin pile.
- Author contribution statement
- -
- Non-English
- No
- English abstract
- -