Evaluating the Response of a Tunnel Subjected to Strike-Slip Fault Rupture in Conjunction with Model Test and Hybrid Discrete-Continuous Numerical Modeling
文献类型：期刊论文
| 作者 | Cui Zhen1,3,4; Li Jian-he5; Fu Xing-wei2; Sheng Qian3,4; Zhou Guang-xin3,4; Ma Ya-li-na3,4; Wang Tian-qiang3,4 |
| 刊名 | ROCK MECHANICS AND ROCK ENGINEERING
 |
| 出版日期 | 2022-08-01 |
| 卷号 | 55期号:8页码:4743 |
| 关键词 | Fault rupture Strike-slip fault Similar model test Hybrid numerical analysis Rock tunnel |
| ISSN号 | 0723-2632 |
| 英文摘要 | The current paper evaluates the response of a tunnel subjected to strike-slip fault rupture with experimental and numerical approaches. Some state-of-art techniques were adopted in the analysis. A new formula containing sodium silicate was used for the similar material. Endoscope technique was used in the model test to log the crack propagating inside the tunnel. And hybrid discrete-continuous modeling was introduced to perform a sophisticated numerical investigation. Two small-scale model tests were carried out, in which the interaction of the tunnel with the fault rupture, the deformation pattern, and the strain evolution and crack propagation in the tunnel liner were observed. The model tests indicate that the failure of the tunnel mainly resulted by the faulting-induced circular cracks concentrated in the vicinity of the shear zone and longitudinal cracks at the passive side portion. Then, the hybrid DEM-FDM model was constructed and calibrated based on the experimental data, with which the response and mechanism of the tunnel subjected to strike-slip fault rupture were numerically investigated to identify the influences of some important factors. The longitudinal and transverse deformation profiles of the tunnel were found to be dominated by the rock mass condition and the buried depth of the tunnel. And the tunnel's design factors have significant effects on the stress and failure mode of the liner. For a soft or thin tunnel liner, the failure zones were more concentrated. The tunnel would fail in a 'shear' mode. In contrast, for a hard or thick liner, the magnitude of the tensile strain is less, yet the tension failure area is larger. The tunnel would fail in a 'squeeze' mode. Based on the obtained results, suggestions on the design of tunnel liner against the strike-slip fault rupture were proposed. |
| 学科主题 | Engineering ; Geology |
| 语种 | 英语 |
| WOS记录号 | WOS:000798592300001 |
| 出版者 | SPRINGER WIEN |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/35453]  |
| 专题 | 中科院武汉岩土力学所 |
| 作者单位 | 1.Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Changjiang River Scientifc Research Institute, Wuhan 430010, Hubei, China 2.China Three Gorges Corporation, Beijing 100000, China 3.State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, Hubei, China 4.School of Engineering Science, University of Chinese Academy of Sciences, Beijing 10049, China 5.Key Laboratory of Changjiang Regulation and Protection of Ministry of Water Resources, Changjiang Engineering Group, Wuhan 430010, Hubei, China |
| 推荐引用方式 GB/T 7714 | Cui Zhen,Li Jian-he,Fu Xing-wei,et al. Evaluating the Response of a Tunnel Subjected to Strike-Slip Fault Rupture in Conjunction with Model Test and Hybrid Discrete-Continuous Numerical Modeling[J]. ROCK MECHANICS AND ROCK ENGINEERING,2022,55(8):4743. |
| APA | Cui Zhen.,Li Jian-he.,Fu Xing-wei.,Sheng Qian.,Zhou Guang-xin.,...&Wang Tian-qiang.(2022).Evaluating the Response of a Tunnel Subjected to Strike-Slip Fault Rupture in Conjunction with Model Test and Hybrid Discrete-Continuous Numerical Modeling.ROCK MECHANICS AND ROCK ENGINEERING,55(8),4743. |
| MLA | Cui Zhen,et al."Evaluating the Response of a Tunnel Subjected to Strike-Slip Fault Rupture in Conjunction with Model Test and Hybrid Discrete-Continuous Numerical Modeling".ROCK MECHANICS AND ROCK ENGINEERING 55.8(2022):4743. |
入库方式： OAI收割
来源：武汉岩土力学研究所
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