Citation

BibTex format

@inproceedings{Tantivangphaisal:2026:10.53243/ICSMGE2026-563,
author = {Tantivangphaisal, P and Taborda, D and Kontoe, S},
doi = {10.53243/ICSMGE2026-563},
pages = {3519--3524},
publisher = {ÖGG, Austrian Society for Geomechanics},
title = {Development of a lifetime cyclic design method for offshore foundations},
url = {http://dx.doi.org/10.53243/ICSMGE2026-563},
year = {2026}
}

RIS format (EndNote, RefMan)

TY  - CPAPER
AB - The cost of foundations supporting offshore wind turbines (OWT) continue to influence the feasibility of new developments and the speed at which new sources of renewable energy are brought online. A technical challenge remains to design OWT foundations efficiently, accounting for the impact of long-term cyclic environmental actions. The combined effects ofaccumulated deformation and soil stiffness evolution with long-term cyclic loading have consequences for both serviceability and fatigue limit state design. Recent work on the implementation of the high-cycle accumulation framework to model the lifetime behaviour of offshore monopile foundations subject to lateral cyclic loading and validation against field tests is first summarised. Thisincludes site-specific calibration procedures for a dense marine sand at Dunkirk and a glacial till at Cowden, demonstrating the field scale response can be reproduced well by calibrating the models using only in-situ CPT data and cyclic triaxial laboratory tests with initial conditions close to those encountered in-situ. Normalisation of results from sets of parametric numerical analyses of referencemonopiles founded in uniform sands and layered sand-and-clay stratigraphy are finally presented. These can inform rapid prototyping of foundation solutions at optioneering stage and can be interrogated for use in reliability-based design methods.
AU - Tantivangphaisal,P
AU - Taborda,D
AU - Kontoe,S
DO - 10.53243/ICSMGE2026-563
EP - 3524
PB - ÖGG, Austrian Society for Geomechanics
PY - 2026///
SP - 3519
TI - Development of a lifetime cyclic design method for offshore foundations
UR - http://dx.doi.org/10.53243/ICSMGE2026-563
ER -

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