Full-Scale Tests of Skirt Penetration Resistance in Gravel for Offshore Wind Structures-Reference-Cited by-同舟云学术

Full-Scale Tests of Skirt Penetration Resistance in Gravel for Offshore Wind Structures

Published:2022-11 Issue:11 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Varela Elena¹^ORCID,Miranda Marina²^ORCID,Castro Jorge³^ORCID,Sarmiento Javier⁴,Guanche Raúl⁵

Affiliation:

1. Ph.D. Student, Group of Geotechnical Engineering, Dept. of Ground Engineering and Materials Science, Universidad de Cantabria, ETSI Caminos, Canales y Puertos, Avda. de los Castros, s/n, 39005 Santander, Spain. ORCID: .

2. Associate Professor, Group of Geotechnical Engineering, Dept. of Ground Engineering and Materials Science, Universidad de Cantabria, ETSI Caminos, Canales y Puertos, Avda. de los Castros, s/n, 39005 Santander, Spain. ORCID: .

3. Associate Professor, Group of Geotechnical Engineering, Dept. of Ground Engineering and Materials Science, Universidad de Cantabria, ETSI Caminos, Canales y Puertos, Avda. de los Castros, s/n, 39005 Santander, Spain (corresponding author). ORCID: .

4. Senior Researcher, IHCantabria, Instituto de Hidráulica Ambiental de la, Universidad de Cantabria, Isabel Torres 15, PCTCAN, Santander 39011, Spain.

5. Head of Offshore Engineering and Ocean Energy Research Group, IHCantabria, Instituto de Hidráulica Ambiental de la, Universidad de Cantabria, Isabel Torres 15, PCTCAN, Santander 39011, Spain.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002889

Reference21 articles.

1. Penetration Resistance of Offshore Skirted Foundations and Anchors in Dense Sand

2. Cone penetration tests in a virtual calibration chamber

3. Numerical modelling of a hybrid skirted foundation under combined loading

4. Centrifuge cone penetration tests in sand

5. Stability of scour protection due to earthquake-induced liquefaction: Centrifuge modelling

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