Particle morphology characteristics of coral sand from the South China Sea and their effects on single-particle strength

Abstract In this study, single-particle crushing tests were conducted on coral sand particles with three sieve size fractions, and their particle morphology characteristics were obtained using X-ray micro-computed tomography (μCT). The distribution characteristics of particle size, shape, and intra-particle pore parameters of coral sand, as well as their correlations, were investigated. The influence trends and magnitudes of each particle characteristic on single-particle strength were then quantitatively analyzed through Spearman’s rank correlation coefficients. The results showed that there were significant positive correlations in coral sand between flatness FL and sphericity S , and between sphericity S and convexity C . Significant negative correlation was observed between total intra-particle porosity n and roundness R 3 , indicating that coral sand particles with smoother surfaces had fewer intra-particle pores. Furthermore, coral sand particles with larger particle sizes and higher shape irregularity exhibited lower single-particle strength. For intra-particle pore parameters, lower intra-particle porosity and higher anisotropy and non-uniformity of intra-particle pores in coral sand were associated with higher single-particle strength. Furthermore, an evolutionary polynomial regression (EPR) model was proposed to predict the single-particle crushing strength of coral sand relating to seven particle characteristics, which could approximately predict the single-particle strength of coral sand, with a coefficient of determination ( R 2 ) of 0.825.

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Publication Details

Journal
Acta Geotechnica
Published
2026-06-25
DOI
https://doi.org/10.1007/s11440-026-03110-6
Primary Topic
Geotechnical Engineering and Soil Mechanics
Type
article
Field-Weighted Citation Impact
0.00

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article

Particle morphology characteristics of coral sand from the South China Sea and their effects on single-particle strength

Zhen‐Yu Yin, Huabei Liu, Kaifeng Zeng, Gengfu He
Acta Geotechnica
Geotechnical Engineering and Soil Mechanics
article

Particle morphology characteristics of coral sand from the South China Sea and their effects on single-particle strength

Zhen‐Yu Yin, Huabei Liu, Kaifeng Zeng, Gengfu He
article en

Abstract

Abstract In this study, single-particle crushing tests were conducted on coral sand particles with three sieve size fractions, and their particle morphology characteristics were obtained using X-ray micro-computed tomography (μCT). The distribution characteristics of particle size, shape, and intra-particle pore parameters of coral sand, as well as their correlations, were investigated. The influence trends and magnitudes of each particle characteristic on single-particle strength were then quantitatively analyzed through Spearman’s rank correlation coefficients. The results showed that there were significant positive correlations in coral sand between flatness FL and sphericity S , and between sphericity S and convexity C . Significant negative correlation was observed between total intra-particle porosity n and roundness R 3 , indicating that coral sand particles with smoother surfaces had fewer intra-particle pores. Furthermore, coral sand particles with larger particle sizes and higher shape irregularity exhibited lower single-particle strength. For intra-particle pore parameters, lower intra-particle porosity and higher anisotropy and non-uniformity of intra-particle pores in coral sand were associated with higher single-particle strength. Furthermore, an evolutionary polynomial regression (EPR) model was proposed to predict the single-particle crushing strength of coral sand relating to seven particle characteristics, which could approximately predict the single-particle strength of coral sand, with a coefficient of determination ( R 2 ) of 0.825.

Acta Geotechnica
Hong Kong Polytechnic University (HK), Huazhong University of Science and Technology (CN)
National Natural Science Foundation of China, Hong Kong Polytechnic University
Life below water
Openalex Percentile: Top 11%
Geotechnical Engineering and Soil Mechanics
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Particle morphology characteristics of coral sand from the South China Sea and their effects on single-particle strength — Zhen‐Yu Yin, Huabei Liu, et al. · Acta Geotechnica (2026) | TGRS Research Map | TGRS