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SOURCE: Improved insitu Stiffness measurements for Offshore foundation design considering Uncertainty, Repeatability and Common sources of Error

Reference Number
EP/W020807/1
Title
SOURCE: Improved insitu Stiffness measurements for Offshore foundation design considering Uncertainty, Repeatability and Common sources of Error
Status
Completed
Energy Categories
Renewable Energy Sources(Wind Energy)
Research Types
Basic and strategic applied research
Science and Technology Fields
ENGINEERING AND TECHNOLOGY (Civil Engineering)
ENVIRONMENTAL SCIENCES (Earth Systems and Environmental Sciences)
UKERC Cross Cutting Characterisation
Not Cross-cutting
Principal Investigator
Dr R Buckley
College of Science and Engineering
University of Glasgow
Award Type
Standard
Funding Source
EPSRC
Start Date
01 November 2022
End Date
31 May 2025
Duration
31 months
Total Grant Value
£414,092
Industrial Sectors
Civil eng. & built environment
Region
Scotland
Programme
NC : Engineering
Investigators
Principal Investigator
Dr R Buckley, College of Science and Engineering, University of Glasgow
Industrial Collaborator
Project Contact, Ain Shams University
Project Contact, Vattenfall Wind Power Ltd
Project Contact, Georgia Institute of Technology
Project Contact, Robertson Geologging Ltd
Project Contact, In Situ Site Investigation
Project Contact, Cambridge Institute
Project Contact, RSK Environmental Ltd
Project Contact, Fugro GeoServices Ltd
Project Contact, Det Norske Veritas BV (DNV), Norway
Project Contact, University of the Sunshine Coast
Web Site
Objectives
Abstract
The UK is the world leader in offshore wind energy; almost 40% of global capacity is installed in UK waters. A new ambitious target of 40GW of wind power by 2030 aims to produce sufficient offshore wind capacity to power every home, helping to achieve net zero carbon emissions by 2050. Offshore wind turbine (OWT) foundations, which are typically steel monopiles, contribute approximately 25% to a windfarm's capital cost. The size of OWTs is increasing rapidly and continued optimisation of foundation design is paramount. Recent research has led to significant advances through theoretical developments combined with high-quality field-testing. Despite recent advances, there remains significant uncertainty in the measurement and interpretation of key soil deformation parameters that underpin new and existing design approaches. The central aim of SOURCE is to use rigorous measurement and interpretation in the field and laboratory to quantify and reduce material parameter uncertainty and minimise the impact on the predictive capability of OWT foundation design methods. Improved site characterisation will contribute to increased security in design, lowering capital costs, subsidies and carbon emissions and meeting the UK's ambitious new energy targets
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Added to Database
21/12/22