Strength estimation of textured polymer layer-reinforced materials in practical marine engineering based on physical experiments and artificial intelligence modelling
Marine coral sand-clay mixtures (MCCM) are widely used as fill materials in ocean engineering, where their strength is influenced by marine clay content. This study investigates the mechanical behavior of textured polymer layer-reinforced MCCM using 3D-printed technology with varying asperity heights, spacings, and reinforcement layers. Triaxial tests reveal that increased reinforcement, higher asperities, and smaller spacings enhance strength and internal friction angle with minimal effect on cohesion. Particle breakage increases with reinforcement, and fractal analysis shows a linear relationship between fractal dimension and breakage rate. SEM images reveal the complex interfacial interaction mechanisms between the MCCM and the polymer layer. A comprehensive dataset from these tests supports the development of predictive models, including BPNN, GA-BPNN, PSO-BPNN, and LDA-BPNN, with the LDA-BPNN showing the highest accuracy and generalization. Compared with existing approaches, the proposed model framework achieves significant improvements in predictive performance and robustness. Sensitivity analysis identifies asperity spacing and asperity height as key factors. An empirical formula derived from the LDA-BPNN enables practical strength prediction, offering valuable guidance for marine construction design.
Authors
- Kai Xu (ORCID: https://orcid.org/0000-0001-5214-7176)
- Zhiming Chao (ORCID: https://orcid.org/0000-0002-5632-8748)
- Danda Shi (ORCID: https://orcid.org/0000-0002-5670-4037)
- Xin Yu (ORCID: https://orcid.org/0000-0002-5964-9029)
- Peng Cui (ORCID: https://orcid.org/0000-0002-3973-5966)
Institutions
- Hohai University (CN)
- Nanjing Forestry University (CN)
- Shanghai Ocean University (CN)
- Umeå University (SE)
- Shanghai Maritime University (CN)
Publication Details
- Journal
- Frontiers in Marine Science
- Published
- 2025-08-11
- DOI
- https://doi.org/10.3389/fmars.2025.1653741
- Citations
- 5
- Primary Topic
- Structural Behavior of Reinforced Concrete
- Type
- article
- Field-Weighted Citation Impact
- 5.03