Micro-characteristics of strength reduction of tuff residual soil with different moisture
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- 作者：Changqun Zuo ; Daiguo Liu ; Shaolin Ding ; Jianping Chen
- 关键词：tuff residual soil ; microstructure ; moisture content ; fractal dimension ; shear strength
- 刊名：KSCE Journal of Civil Engineering
- 出版年：2016
- 出版时间：March 2016
- 年：2016
- 卷：20
- 期：2
- 页码：639-646
- 全文大小：684 KB
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Xu, Q. H. (2008). Application of image analysis technology on soil microstructure study and data analysis, MSc Thesis, Taiyuan University of Technology, Taiyuan, China. - 作者单位：Changqun Zuo (1)
Daiguo Liu (1)
Shaolin Ding (1)
Jianping Chen (1)
1. Faculty of Engineering, China University of Geosciences, Wuhan, 430074, China - 刊物类别：Engineering
- 刊物主题：Civil Engineering
Industrial Pollution Prevention
Automotive and Aerospace Engineering and Traffic
Geotechnical Engineering - 出版者：Korean Society of Civil Engineers
- ISSN：1976-3808
文摘
The weathered residual soil slope formed by the long term weathering of large igneous rock mass under the impact of abundant rainfall in southern China is prone to instability and deformation, causing wreak havoc. Therefore, it is very important to study the internal mechanisms of its instability and deformation induced by rainfall based on its special structural properties. In this paper, we 1) analyzed its mineral compositions using X-ray diffraction method, 2) obtained its shear strength parameters through quadruplet direct shear tests in the conditions of different moisture contents and dry-wet cycles, 3) studied its microstructure using Scanning Electron Microscopy (SEM), 4) quantitatively studied its porous distribution with the help of MATLAB image processing toolbox, and 5) established the fitting curve of fractal dimension and soil shear strength parameters of the tuff residual soil of Qishan landslide zone in Yongtai County, Fujian Province, China. The results indicated that 1) tuff residual soils are rich in clay minerals with lamination as the dominant microstructure, 2) moisture content and dry-wet cycle significantly affect soil microstructures as characterized with decreased pore size and increased pore number, and 3) soil mass has obvious fractal characteristics, the shear strength decreases gradually with the fractal dimension increasing and the fractal dimension has greater impact on soil cohesiveness than the angle of internal friction. Keywords tuff residual soil microstructure moisture content fractal dimension shear strength