Pore Structure Evolution in Marine Sands Under Laterally Constrained Axial Loading
Installation in sand is sensitive to its evolving pore structure, yet design models rarely update permeability for real-time fabric changes. This study tracks the stress-dependent pore size distribution of coarse sand under laterally constrained compression using high-resolution X-ray nano-CT. Scans taken at six axial stress levels show that the distribution shifts toward smaller radii while keeping its log-normal shape. A single shifting factor, defined as the current median radius normalized by the initial value, captures this translation. The factor decays with axial stress according to a power law, and the exponent as well as the reference pressure are calibrated from void ratio data. The resulting closed-form expression links mean effective stress to pore radius statistics without extra fitting once the compressibility constants are known. This quantitative relation between effective stress and pore size distribution has great potential to be embedded into coupled hydro-mechanical solvers, enabling engineers to refresh hydraulic permeability at every computation step, improving predictions of excess pore pressure and soil resistance during suction anchor penetration for floating wind foundations.
Authors
- Hanyu Ma
- Xia-Tao Zhang
- J.P. Cheng (ORCID: https://orcid.org/0000-0003-4698-516X)
- Lele Liu (ORCID: https://orcid.org/0000-0001-6967-5477)
- Deng-Feng Fu
Institutions
- China Power Engineering Consulting Group (China) (CN)
- Shandong Electric Power Engineering Consulting Institute Corp (CN)
- Ocean University of China (CN)
Publication Details
- Journal
- Journal of Marine Science and Engineering
- Published
- 2025-12-12
- DOI
- https://doi.org/10.3390/jmse13122367
- Primary Topic
- Geotechnical Engineering and Soil Mechanics
- Type
- article
- Field-Weighted Citation Impact
- 0.00
Funders
- National Natural Science Foundation of China
- Natural Science Foundation of Shandong Province