The Influence of the Fractal Dimension on the Mechanical Behaviors of the Soil-Rock Mixture: A Case Study from Southwest China
文献类型：期刊论文
| 作者 | Zhang, Zhenping3,4; Fu, Xiaodong4,5; Yuan, Wei1; Sheng, Qian4,5; Chai, Shaobo6; Du, Yuxiang2 |
| 刊名 | FRACTAL AND FRACTIONAL
 |
| 出版日期 | 2023-02-01 |
| 卷号 | 7期号:2页码:- |
| 关键词 | soil-rock mixture fractal dimension mechanical behavior large-scale triaxial test structural characteristic |
| 英文摘要 | As the typical multi-phase geotechnical material, the particle size distribution of the natural soil-rock mixture (S-RM) has a significant impact on the structural and mechanical properties. The coarse grain content used in the laboratory and simulation tests falls short of accurately describing the particle size distribution feature of the entire material. The main subject of this article is the influence of the fractal dimension on mechanical behaviors based on the fractal theory. The double fractal characteristics were principally discussed along with the typical particle size distribution characteristics of the S-RM in the Three Gorges Reservoir and southwest China. The influence of the various fractal dimensions on the mechanical behaviors of S-RM was then investigated using three groups of large-scale triaxial tests, and the responses of the linear and nonlinear strength indexes were analyzed. The results show that the stress-strain curves of S-RM in the hyperbolic shape are visible under various confining pressure, and the nonlinear strength characteristics can be observed. The coarse grain content exhibits a negative correlation to the average fraction dimension. The difference between the coarse and fine grain fraction dimensions becomes considerably more obvious as the coarse grain content increases, which also increases the error when using the average fractal dimension. The voids between the coarse grains cannot be filled with the fine grains as the grain coarseness grows, resulting in a loose structure and a contact frictional effect, which lowers cohesion and raises the peak friction angle. |
| 学科主题 | Mathematics |
| 语种 | 英语 |
| 出版者 | MDPI |
| WOS记录号 | WOS:000939303700001 |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/35532]  |
| 专题 | 中科院武汉岩土力学所 |
| 作者单位 | 1.Key Laboratory of Roads and Railway Engineering Safety Control of Ministry of Education, Shijiazhuang Tiedao University, Shijiazhuang 050043, China 2.State Key Laboratory of Precision Blasting, Jianghan University, Wuhan 430056, China 3.School of Architecture and Civil Engineering, Shenyang University of Technology, Shenyang 110870, China 4.State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China 5.School of Engineering Science, University of Chinese Academy of Sciences, Beijing 100049, China 6.School of Civil Engineering, Chang’an University, Xi’an 710064, China |
| 推荐引用方式 GB/T 7714 | Zhang, Zhenping,Fu, Xiaodong,Yuan, Wei,et al. The Influence of the Fractal Dimension on the Mechanical Behaviors of the Soil-Rock Mixture: A Case Study from Southwest China[J]. FRACTAL AND FRACTIONAL,2023,7(2):-. |
| APA | Zhang, Zhenping,Fu, Xiaodong,Yuan, Wei,Sheng, Qian,Chai, Shaobo,&Du, Yuxiang.(2023).The Influence of the Fractal Dimension on the Mechanical Behaviors of the Soil-Rock Mixture: A Case Study from Southwest China.FRACTAL AND FRACTIONAL,7(2),-. |
| MLA | Zhang, Zhenping,et al."The Influence of the Fractal Dimension on the Mechanical Behaviors of the Soil-Rock Mixture: A Case Study from Southwest China".FRACTAL AND FRACTIONAL 7.2(2023):-. |
入库方式： OAI收割
来源：武汉岩土力学研究所
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