The effects of particle size and surface roughness on the small-strain shear modulus of sands

Inconsistent experimental findings in the literature regarding the influence of particle size on small-strain shear modulus (Gmax) highlight the need for deeper mechanical insights. A series of resonant column tests was conducted on glass beads and silica sands to investigate the effects of particle size on Gmax considering various particle surface roughness. Results indicate that Gmax decreases with increasing particle surface roughness (Sq) and decreasing mean particle size (d50) under otherwise similar conditions. There is a unified correlation between Gmax and Sq/d50 when the effects of gradation and particle shape are properly considered, showing that Gmax initially decreases with increasing Sq/d50, but then stabilises for a given confining pressure and void ratio. This study further confirmed the combined effects of particle size and surface roughness on Gmax through a semi-analytical analysis. These results suggest that the inconsistent findings regarding the effects of particle size on Gmax may be related to the neglect of particle surface roughness.

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Publication Details

Journal
Géotechnique
Published
2025-07-24
DOI
https://doi.org/10.1680/jgeot.24.01386
Citations
1
Primary Topic
Geotechnical Engineering and Soil Mechanics
Type
article
Field-Weighted Citation Impact
0.95

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article

The effects of particle size and surface roughness on the small-strain shear modulus of sands

Zhongxuan Yang, Xiao Wei, Tong Zhang, J. Yang
1 citations
Géotechnique
Geotechnical Engineering and Soil Mechanics
0.95
article

The effects of particle size and surface roughness on the small-strain shear modulus of sands

Zhongxuan Yang, Xiao Wei, Tong Zhang, J. Yang
article en
1 citations

Abstract

Inconsistent experimental findings in the literature regarding the influence of particle size on small-strain shear modulus (Gmax) highlight the need for deeper mechanical insights. A series of resonant column tests was conducted on glass beads and silica sands to investigate the effects of particle size on Gmax considering various particle surface roughness. Results indicate that Gmax decreases with increasing particle surface roughness (Sq) and decreasing mean particle size (d50) under otherwise similar conditions. There is a unified correlation between Gmax and Sq/d50 when the effects of gradation and particle shape are properly considered, showing that Gmax initially decreases with increasing Sq/d50, but then stabilises for a given confining pressure and void ratio. This study further confirmed the combined effects of particle size and surface roughness on Gmax through a semi-analytical analysis. These results suggest that the inconsistent findings regarding the effects of particle size on Gmax may be related to the neglect of particle surface roughness.

GéotechniqueVol. 75(12)
Education University of Hong Kong (HK), Yalong Hydro (China) (CN), Zhejiang University of Technology (CN), University of Hong Kong (HK)
National Natural Science Foundation of China, Fundamental Research Funds for the Central Universities
Openalex Percentile: Top 23%
Geotechnical Engineering and Soil Mechanics
0.95
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