Knowledge Management System of Institute of Rock and Soil Mechanics,CAS
| Influence of Particle Shape on the Density and Compressive Performance of Calcareous Sand | |
| Wang, Shuai; Lei, Xue-Wen; Meng, Qing-Shan; Xu, Jie-Li; Xie, Ling-Feng; Li, Yu-Jie | |
| 2020 | |
| Source Publication | KSCE JOURNAL OF CIVIL ENGINEERING
 |
| ISSN | 1226-7988 |
| Volume | 24Issue:1Pages:49-62 |
| Abstract | Particle shape influence the bearing capacity of calcareous sand foundations in island reef engineering. An improved Computer Image Analysis method that combined with mathematical statistics was proposed to categorize and sort different shapes of calcareous sand particles within the size range of 5-10 mm. Three single-shape calcareous sand specimens (granular shape, dendritic shape, long strip shape) were obtained. A new self-developed vibration device was used measuring the maximum density of calcareous, the shape and content as the variables in the orthogonal test. On this basis, the lateral compression tests were carried out to assess the influence of particle shape on the density, compressive performance of calcareous sand. Test results showed that better discriminability was achieved by taking mean flatness (E-L/B) as the quantification parameter of the particle shapes. The average flatness E-L/B of specimens is approximately normally distributed in the statistical results. The shape and content of sand particles had an obvious influence on the density of calcareous sand. The compressive properties of calcareous sands with different particle shapes have obvious differences. After loaded, the particle size distribution of specimen improved, the average flatness E-L/B of the granular-shaped specimens increased, while that of the dendritic-shaped and the long-strip-shaped specimens decreased, the average flatness E-L/B of the specimens tended to be uniform. The relative fracture rate B-r and the load value P-max satisfied the exponential function fitting relationship. Therefore, it can be argued that particle shape should be taken into consideration when optimizing the foundation design in island reef engineering to achieve better compressive performance of the foundation. |
| Keyword | Calcareous sand Particle shape Density Compressive performance Particle breakage |
| DOI | 10.1007/s12205-020-0145-8 |
| Indexed By | SCI |
| Language | 英语 |
| WOS Research Area | Engineering |
| WOS Subject | Engineering, Civil |
| WOS ID | WOS:000500639500001 |
| Citation statistics | |
| Document Type | 期刊论文 |
| Identifier | http://119.78.100.198/handle/2S6PX9GI/14795 |
| Collection | 岩土力学所知识全产出_期刊论文 国家重点实验室知识产出_期刊论文 |
| Affiliation | 1.Wuhan Univ Sci & Technol, Sch Urban Construct, Dept Civil Engn, Wuhan 430065, Hubei, Peoples R China; 2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China |
| Recommended Citation GB/T 7714 | Wang, Shuai,Lei, Xue-Wen,Meng, Qing-Shan,et al. Influence of Particle Shape on the Density and Compressive Performance of Calcareous Sand[J]. KSCE JOURNAL OF CIVIL ENGINEERING,2020,24(1):49-62. |
| APA | Wang, Shuai,Lei, Xue-Wen,Meng, Qing-Shan,Xu, Jie-Li,Xie, Ling-Feng,&Li, Yu-Jie.(2020).Influence of Particle Shape on the Density and Compressive Performance of Calcareous Sand.KSCE JOURNAL OF CIVIL ENGINEERING,24(1),49-62. |
| MLA | Wang, Shuai,et al."Influence of Particle Shape on the Density and Compressive Performance of Calcareous Sand".KSCE JOURNAL OF CIVIL ENGINEERING 24.1(2020):49-62. |
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| s12205-020-0145-8.pd（2705KB） | 期刊论文 | 作者接受稿 | 开放获取 | CC BY-NC-SA | View Download | |
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