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Uplift resistance capacity of anchor piles used in marine aquaculture
Anchor piles are widely used in marine aquaculture, and the safety is largely determined by the uplift resistance capacity,especially in harsh ocean environments. However, there are few practical guides to the design and installation of the anchor piles for mooring the body of marine aquaculture equ...
Autores principales: | , , , , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
Nature Publishing Group UK
2021
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8514443/ https://www.ncbi.nlm.nih.gov/pubmed/34645919 http://dx.doi.org/10.1038/s41598-021-99817-5 |
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author | Gui, Fukun Kong, Jianqiao Feng, Dejun Qu, Xiaoyu Zhu, Fang You, Yang |
author_facet | Gui, Fukun Kong, Jianqiao Feng, Dejun Qu, Xiaoyu Zhu, Fang You, Yang |
author_sort | Gui, Fukun |
collection | PubMed |
description | Anchor piles are widely used in marine aquaculture, and the safety is largely determined by the uplift resistance capacity,especially in harsh ocean environments. However, there are few practical guides to the design and installation of the anchor piles for mooring the body of marine aquaculture equipment. Laboratory experiments were conducted to investigate the effect of the initial tension angle, pile diameter, embedded depth, and pile configuration on the uplift resistance capacity of anchor piles under oblique loads. CCD camera and load cell were utilized to measure the corresponding displacement and load, respectively. The results show that increasing the initial tension angle of circular and square single piles can significantly improve the uplift resistance capacity. The failure load of the square single pile was slightly higher than that of the circular single pile. Increasing the pile diameter can effectively improve the failure load and delay the development speed of the pile top displacement. Increasing the embedded depth can effectively improve the failure load and increase the lateral displacement of the pile top. The uplift resistance capacity of the dual anchor piles was better than that of the single anchor piles. The layout configuration has little effect on the failure load, but has a large effect on the displacement development. |
format | Online Article Text |
id | pubmed-8514443 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2021 |
publisher | Nature Publishing Group UK |
record_format | MEDLINE/PubMed |
spelling | pubmed-85144432021-10-14 Uplift resistance capacity of anchor piles used in marine aquaculture Gui, Fukun Kong, Jianqiao Feng, Dejun Qu, Xiaoyu Zhu, Fang You, Yang Sci Rep Article Anchor piles are widely used in marine aquaculture, and the safety is largely determined by the uplift resistance capacity,especially in harsh ocean environments. However, there are few practical guides to the design and installation of the anchor piles for mooring the body of marine aquaculture equipment. Laboratory experiments were conducted to investigate the effect of the initial tension angle, pile diameter, embedded depth, and pile configuration on the uplift resistance capacity of anchor piles under oblique loads. CCD camera and load cell were utilized to measure the corresponding displacement and load, respectively. The results show that increasing the initial tension angle of circular and square single piles can significantly improve the uplift resistance capacity. The failure load of the square single pile was slightly higher than that of the circular single pile. Increasing the pile diameter can effectively improve the failure load and delay the development speed of the pile top displacement. Increasing the embedded depth can effectively improve the failure load and increase the lateral displacement of the pile top. The uplift resistance capacity of the dual anchor piles was better than that of the single anchor piles. The layout configuration has little effect on the failure load, but has a large effect on the displacement development. Nature Publishing Group UK 2021-10-13 /pmc/articles/PMC8514443/ /pubmed/34645919 http://dx.doi.org/10.1038/s41598-021-99817-5 Text en © The Author(s) 2021 https://creativecommons.org/licenses/by/4.0/Open AccessThis article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made. The images or other third party material in this article are included in the article's Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article's Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by/4.0/ (https://creativecommons.org/licenses/by/4.0/) . |
spellingShingle | Article Gui, Fukun Kong, Jianqiao Feng, Dejun Qu, Xiaoyu Zhu, Fang You, Yang Uplift resistance capacity of anchor piles used in marine aquaculture |
title | Uplift resistance capacity of anchor piles used in marine aquaculture |
title_full | Uplift resistance capacity of anchor piles used in marine aquaculture |
title_fullStr | Uplift resistance capacity of anchor piles used in marine aquaculture |
title_full_unstemmed | Uplift resistance capacity of anchor piles used in marine aquaculture |
title_short | Uplift resistance capacity of anchor piles used in marine aquaculture |
title_sort | uplift resistance capacity of anchor piles used in marine aquaculture |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8514443/ https://www.ncbi.nlm.nih.gov/pubmed/34645919 http://dx.doi.org/10.1038/s41598-021-99817-5 |
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