Fortified length of the tunnel under the S-type fault displacement pattern
文献类型：期刊论文
| 作者 | Guangxin,ZHOU2,3; Qian,SHENG2,3; Zhen,CUI2,3; Yalina,MA2,3; Tianqiang,WANG1 |
| 刊名 | IOP Conference Series: Earth and Environmental Science
 |
| 出版日期 | 2020-10-01 |
| 卷号 | 570期号:5 |
| ISSN号 | 1755-1307 |
| DOI | 10.1088/1755-1315/570/5/052055 |
| 英文摘要 | Abstract Many tunnels have been built in central and western China; these tunnels are facing serious damages of active faults. At present, the fortified length of tunnels remains to be solved under fault dislocation. To overcome this issue, a numerical calculation model is established on the basis of previous research on the numerical calculation and model test of tunnels across active faults, with Xiang Lushan tunnel project as the research background of the paper. The S-type fault displacement pattern is proposed, which is based on the deflection curve of the support of the fixed beam at both ends under the uneven settlement. The influence of S-type and linear fault displacement patterns on tunnel lining is investigated using the finite difference method. Meanwhile, through the orthogonal test of fault factors at different levels, the influence rule of the multi-factor combination of faults on the fortified length of the tunnel under the S-type fault displacement pattern is obtained. Results reveal that the S-type fault displacement pattern, compared with the linear displacement pattern, can eliminate the stress singularity at the boundary of the fault zone. Therefore, the S-type fault displacement pattern is more reasonable and can be used as the selection of fault displacement pattern. In addition, the fortified length of the tunnel ranges from 1.1 L to 2.0 L (L is the fault width), which is the result of the orthogonal test. The most influential factor for the fortified length of the tunnel is the angle between the fault strike and the tunnel axis, whereas the least influential factor is the fault dip angle. This research provides a reference for the fortified range of the tunnel crossing fault with certain practical significance. |
| 语种 | 英语 |
| WOS记录号 | IOP:1755-1307-570-5-052055 |
| 出版者 | IOP Publishing |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/15610]  |
| 专题 | 中科院武汉岩土力学所 |
| 作者单位 | 1.Shenyang University of Technology, College of Architecture and Civil Engineering, Shenyang, Liaoning 110870, China. 2.University of Chinese Academy of Sciences, Beijing, 100049, China. 3.Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, China. |
| 推荐引用方式 GB/T 7714 | Guangxin,ZHOU,Qian,SHENG,Zhen,CUI,et al. Fortified length of the tunnel under the S-type fault displacement pattern[J]. IOP Conference Series: Earth and Environmental Science,2020,570(5). |
| APA | Guangxin,ZHOU,Qian,SHENG,Zhen,CUI,Yalina,MA,&Tianqiang,WANG.(2020).Fortified length of the tunnel under the S-type fault displacement pattern.IOP Conference Series: Earth and Environmental Science,570(5). |
| MLA | Guangxin,ZHOU,et al."Fortified length of the tunnel under the S-type fault displacement pattern".IOP Conference Series: Earth and Environmental Science 570.5(2020). |
入库方式： OAI收割
来源：武汉岩土力学研究所
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