A high-cycle accumulation model for clay and its application to monopile foundations

  • A high-cycle accumulation (HCA) model predicting the accumulation of permanent strain or excess pore water pressure in clay under a large number of load cycles is presented. Data from an extensive laboratory testing program on kaolin under undrained cyclic loading has been analysed for that purpose. The influence of strain amplitude, void ratio, stress ratio, overconsolidation ratio and loading frequency on the accumulation rates is considered in the constitutive equations of the HCA model. The proposed model is validated first by the simulation of element tests. Subsequently, its application to offshore wind turbine foundations under long-term lateral cyclic loading is presented by the back-analysis of a centrifuge test on a monopile in soft clay. The results are in good accordance with the measurements in terms of pile displacement and bending moment versus number of applied cycles. It is concluded that the proposed model is feasible to describe the long-term behaviour of clay subjected to high-cyclic loading.

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Metadaten
Author:Patrick StaubachORCiDGND, Jan MachacekORCiDGND, Merita TafiliORCiDGND, Torsten WichtmannORCiDGND
URN:urn:nbn:de:hbz:294-86931
DOI:https://doi.org/10.1007/s11440-021-01446-9
Parent Title (English):Acta geotechnica
Publisher:Springer
Place of publication:Berlin
Document Type:Article
Language:English
Date of Publication (online):2022/03/09
Date of first Publication:2022/01/18
Publishing Institution:Ruhr-Universität Bochum, Universitätsbibliothek
Tag:AVISA model; Clay; High-cycle accumulation model; High-cyclic loading; Offshore wind turbine foundations
Volume:17
First Page:677
Last Page:698
Institutes/Facilities:Lehrstuhl für Bodenmechanik, Grundbau und Umweltgeotechnik
Dewey Decimal Classification:Technik, Medizin, angewandte Wissenschaften / Ingenieurbau, Umwelttechnik
open_access (DINI-Set):open_access
faculties:Fakultät für Bau- und Umweltingenieurwissenschaften
Licence (English):License LogoCreative Commons - CC BY 4.0 - Attribution 4.0 International