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Determination of particle breakage and fractal dimension for marine coral sand
Li, X.1; Feng, X.2; Wang, C.1; Zhou, W. H.1,3
2024
Source PublicationGeotechnical Aspects of Underground Construction in Soft Ground
Pages116-121
AbstractA set of 1D compression tests were conducted for marine coral sand with different fines content to investigate the variations of particle breakage ratio, fractal dimension, and the relationship between them. Test results reveal that coral sand with lower fines content in a loose state are more susceptible to breakage. Furthermore, the fractal dimension exhibits a rapid increase with the rising fines content, followed by a gradual growth as the fines content continues to increase. Nevertheless, a combination of high relative density and larger medium particle size contributes to a reduction in fractal dimension. In conclusion, a proposed relationship between particle breakage ratio and fractal dimension is presented.
DOI10.1201/9781003413790-12
URLView the original
Language英語English
ISBN9781040155912;9781032538129;
Scopus ID2-s2.0-85202413819
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Document TypeBook chapter
CollectionDEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING
Affiliation1.Department of Civil and Environmental Engineering, State Key Laboratory of Internet of Things for Smart City, University of Macau, Macao SAR, China
2.China Civil Engineering Construction Corporation, Beijing, China
3.Center for Ocean Research in Hong Kong and Macao (CORE), Hong Kong SAR, China
First Author AffilicationUniversity of Macau
Recommended Citation
GB/T 7714
Li, X.,Feng, X.,Wang, C.,et al. Determination of particle breakage and fractal dimension for marine coral sand[M]. Geotechnical Aspects of Underground Construction in Soft Ground, 2024, 116-121.
APA Li, X.., Feng, X.., Wang, C.., & Zhou, W. H. (2024). Determination of particle breakage and fractal dimension for marine coral sand. Geotechnical Aspects of Underground Construction in Soft Ground, 116-121.
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