The remedial performance of suction caisson foundations for offshore wind turbines under seismically induced liquefaction in the seabed: Shake table testing-Reference-Cited by-同舟云学术

The remedial performance of suction caisson foundations for offshore wind turbines under seismically induced liquefaction in the seabed: Shake table testing

Published:2022-05 Issue: Volume:83 Page:103171
ISSN:0951-8339
Container-title:Marine Structures
language:en
Short-container-title:Marine Structures

Author:

Haddad A.,Barari A.,Amini R.^ORCID

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,General Materials Science

Reference35 articles.

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2. Seismic centrifuge modelling of suction bucket foundation for offshore wind turbine;Wang;Renew Energy,2017

3. Centrifuge modeling of offshore wind foundations under earthquake loading;Yu;Soil Dynam Earthq Eng,2015

4. Anti-liquefaction characteristics of composite bucket foundations for offshore wind turbines;Zhang;J Renew Sustain Energy,2014

5. Transient analysis of monopile foundations partially embedded in liquefied soil;Barari;Geomech Eng,2015

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