Laboratory Investigation of the Uplift Resistance of a New Winged H-Pile Anchor Developed for Offshore Marine Aquaculture
To enhance the stability and safety of marine aquaculture facilities by addressing the limited uplift resistance capacity and susceptibility to deflection of conventional straight-shafted piles, this study introduces an improved H-pile anchor and conducted laboratory experiments. The new anchor incorporates resized H-piles with wing plates added to both sides, optimized for area and placement, as well as an adjusted loading angle. The findings demonstrate a positive correlation between the uplift resistance capacity of the H-pile anchor and its length and width, indicating that while increased pile length significantly enhances resistance, widening has a minimal impact. Additionally, enlarging the wing plate area improves the resistance; however, efficiency (δ) decreases with the increase in the area, suggesting the existence of an optimal size. The optimal wing plate dimensions (L = 80 mm, W = 25 mm) improve uplift resistance by at least 10.6% compared to non-wing pile anchors. Furthermore, positioning the wing plates at the base of the pile anchor rather than the top enhances resistance by approximately 13.8%. Setting the anchor layout angle to 45° reduced the displacement under inclined loads. This research provides essential theoretical support and practical guidance for strengthening the safety and stability of marine aquaculture facilities.
Authors
- Dejun Feng (ORCID: https://orcid.org/0000-0003-3964-3399)
- Lili Mei
- Fukun Gui
- Xu Yang (ORCID: https://orcid.org/0000-0002-6460-7253)
- Zhiwei Sun (ORCID: https://orcid.org/0000-0003-0552-5116)
- Tianyuan Zhang (ORCID: https://orcid.org/0000-0001-9104-0830)
- Shuai Niu (ORCID: https://orcid.org/0000-0002-9358-4572)
- Zhenliang Wang
- Lianghao Tang
Institutions
- Zhejiang Ocean University (CN)
Publication Details
- Journal
- Journal of Marine Science and Engineering
- Published
- 2025-02-13
- DOI
- https://doi.org/10.3390/jmse13020342
- Citations
- 2
- Primary Topic
- Engineering Structural Analysis Methods
- Type
- article
- Field-Weighted Citation Impact
- 1.43
Funders
- National Natural Science Foundation of China
- Natural Science Foundation of Zhejiang Province