Residential College | false |
Status | 已發表Published |
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 Publication | Geotechnical Aspects of Underground Construction in Soft Ground |
Pages | 116-121 |
Abstract | A 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. |
DOI | 10.1201/9781003413790-12 |
URL | View the original |
Language | 英語English |
ISBN | 9781040155912;9781032538129; |
Scopus ID | 2-s2.0-85202413819 |
Fulltext Access | |
Citation statistics | |
Document Type | Book chapter |
Collection | DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING |
Affiliation | 1.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 Affilication | University 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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