Analysis of Undrained Shear Characteristics and Structural Damage of Granite Residual Soil
文献类型：期刊论文
| 作者 | Yin, Song1; Liu, Pengfei1; Yan, Pan1; Zhang, Xianwei2; Li, Xinming1 |
| 刊名 | KSCE JOURNAL OF CIVIL ENGINEERING
 |
| 出版日期 | 2023-07-22 |
| 页码 | 12 |
| 关键词 | Granite residual soil Undrained triaxial test Structural damage Microstructure Structure contribution rate Statements and declarations |
| ISSN号 | 1226-7988 |
| DOI | 10.1007/s12205-023-1166-x |
| 英文摘要 | Three-dimensional consolidation testing, scanning electron microscopy, and undrained triaxial testing of granite residual soil (GRS) in Shenzhen, China, were conducted. The effect of the structural strength of GRS was quantitatively analyzed using the method of comprehensive structure potential parameter description. The failure strength ratio of the soil decreases with increasing confining pressure, and it is approximately 1 when the confining pressure is higher than the yield stress (& sigma;(s)). The undrained shear strength (S-u) of the undisturbed soil varies in stages with confining pressure & sigma;(3). The relationship between S-u and & sigma;(3) for the reconstituted soil is approximated as a straight line through the origin. The soil's comprehensive structure potential parameters (the structural contribution rates of the tangential shear modulus, m(E), and the deviatoric stress, m(d)) decrease linearly with increasing & sigma;(3). The m(E) and m(d) sample values are similar under the same confining pressure. It is reasonable to use structure potential parameters to quantitatively evaluate the structure contribution rate of GRS. The microstructure is constantly adjusted, and the soil microstructure form for different confining pressures strongly correlates with its shear characteristics. |
| 资助项目 | National Natural Science Foundation of China[51709290] ; Open Research Fund of State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences[Z019020] ; Key Research Projects of Higher Education Institutions in Henan Province ; Training Program for Young Backbone Teachers in Higher Education Institutions in Henan Province[2020GGJS136] ; Training Program for Young Backbone Teachers in Higher Education Institutions in Henan Province[22A580008] ; [2019GGJS142] |
| WOS研究方向 | Engineering |
| 语种 | 英语 |
| WOS记录号 | WOS:001034673600001 |
| 出版者 | KOREAN SOCIETY OF CIVIL ENGINEERS-KSCE |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/39079]  |
| 专题 | 中科院武汉岩土力学所 |
| 通讯作者 | Yin, Song |
| 作者单位 | 1.Zhongyuan Univ Technol, Coll Architecture & Civil Engn, Zhengzhou 450007, Peoples R China 2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China |
| 推荐引用方式 GB/T 7714 | Yin, Song,Liu, Pengfei,Yan, Pan,et al. Analysis of Undrained Shear Characteristics and Structural Damage of Granite Residual Soil[J]. KSCE JOURNAL OF CIVIL ENGINEERING,2023:12. |
| APA | Yin, Song,Liu, Pengfei,Yan, Pan,Zhang, Xianwei,&Li, Xinming.(2023).Analysis of Undrained Shear Characteristics and Structural Damage of Granite Residual Soil.KSCE JOURNAL OF CIVIL ENGINEERING,12. |
| MLA | Yin, Song,et al."Analysis of Undrained Shear Characteristics and Structural Damage of Granite Residual Soil".KSCE JOURNAL OF CIVIL ENGINEERING (2023):12. |
入库方式： OAI收割
来源：武汉岩土力学研究所
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