Random Field Analysis of Laterally Loaded Monopile Foundations-Reference-Cited by-同舟云学术

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Random Field Analysis of Laterally Loaded Monopile Foundations

Published:2023-07-20 Issue: Volume: Page:
ISSN:
Container-title:Geo-Risk 2023
language:
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Author:

Griffiths D. V.¹²³,Huang Jinsong¹²³,Fenton Gordon A.¹²³

Affiliation:

1. Dept. of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO; Priority Research Centre for Geotechnical Science and Engineering, Univ. of Newcastle, Callaghan, NSW, Australia.

2. Priority Research Centre for Geotechnical Science and Engineering, Univ. of Newcastle, Callaghan, NSW, Australia.

3. Dept. of Engineering Mathematics, Dalhousie Univ., Halifax, NS, Canada.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484982.034

Reference22 articles.

1. Application of the PISA design model to monopiles embedded in layered soils

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

3. Foundations for offshore wind turbines

4. Soil–structure reliability of offshore wind turbine monopile foundations;Carswell W.;Wind Energ,2014

5. Consolidation of axi-symmetric bodies subjected to non axi-symmetric loading;Carter J. P.;Int J Numer Anal Meths Geomech,1982

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