Hydraulic and Geotechnical Assessments of a Large 3D Printed Artificial Reef in Sands (2024-03)¶
Escobar-Valencia Esteban, Capet J., Brière J., Ferngau E.
Contribution - Coasts, Marine Structures and Breakwaters 2023
Abstract
The aim of this study is to assess the foundation stability of a large 3D printed artificial reef (3D ARs), including scour analysis. To do that, a full interaction approach between wave - structure - soil foundation was conducted in this paper. At the conclusion of the study, the 3D ARs V–H capacity graph was compiled to determine an accurate foundation design when subjected to local scour conditions. It was shown that the foundation stability is governed by the horizontal wave forces. The difference in capacity calculated with the local scour was generally reduced by a factor of 1.8%. Based on this study, recommendations of scour prevention measures are proposed.
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BibTeX
@inproceedings{esco_cape_brie_fern.2023.HaGAoaL3PARiS,
author = "Esteban Escobar-Valencia and J. Capet and J. Brière and E. Ferngau",
title = "Hydraulic and Geotechnical Assessments of a Large 3D Printed Artificial Reef in Sands",
doi = "10.1680/cmsb.67042.0985",
year = "2023",
booktitle = "Coasts, Marine Structures and Breakwaters 2023: Resilience and Adaptability in a Changing Climate",
editor = "Kevin Burgess",
}
Formatted Citation
E. Escobar-Valencia, J. Capet, J. Brière and E. Ferngau, “Hydraulic and Geotechnical Assessments of a Large 3D Printed Artificial Reef in Sands”, in Coasts, Marine Structures and Breakwaters 2023: Resilience and Adaptability in a Changing Climate, 2023. doi: 10.1680/cmsb.67042.0985.
Escobar-Valencia, Esteban, J. Capet, J. Brière, and E. Ferngau. “Hydraulic and Geotechnical Assessments of a Large 3D Printed Artificial Reef in Sands”. In Coasts, Marine Structures and Breakwaters 2023: Resilience and Adaptability in a Changing Climate, edited by Kevin Burgess, 2023. https://doi.org/10.1680/cmsb.67042.0985.