Practical Approach for Data-Efficient Metamodeling and Real-Time Modeling of Monopiles Using Physics-Informed Multifidelity Data Fusion

Author:

Suryasentana Stephen K.1ORCID,Sheil Brian B.2,Stuyts Bruno3

Affiliation:

1. Lecturer, Dept. of Civil and Environmental Engineering, Univ. of Strathclyde, 75 Montrose St., Glasgow G1 1XJ, UK (corresponding author). ORCID: .

2. Laing O’Rourke Associate Professor in Construction Engineering, Dept. of Engineering, Univ. of Cambridge, Trumpington St., Cambridge CB2 1PZ, UK.

3. Postdoctoral Researcher, Offshore Wind Infrastructure (OWI)-Lab, Vrije Universiteit Brussel, Pleinlaan 2, Elsene, Brussels 1050, Belgium; Visiting Professor, Geotechnical Laboratory, Ghent Univ., Technologiepark 68, Ghent B-9052, Belgium.

Publisher

American Society of Civil Engineers (ASCE)

Reference41 articles.

1. API (American Petroleum Institute). 2011. Recommended practice 2GEO geotechnical and foundation design considerations. Washington, DC: ACI.

2. Bayesian Optimization for CPT-Based Prediction of Impact Pile Drivability

3. Monotonic laterally loaded pile testing in a stiff glacial clay till at Cowden

4. Byrne B. W. et al. 2020b. “PICASO: Cyclic lateral loading of offshore wind turbine monopiles.” In Proc. 4th Int. Symp. on Frontiers in Offshore Geotechnics (ISFOG 2021): Frontiers in Offshore Geotechnics IV. Hawthorne NJ: Deep Foundations Institute.

5. PISA design model for monopiles for offshore wind turbines: application to a stiff glacial clay till

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