Effect of lateral pressure on the stability of inclined layered rock tunnel: A 3D-printed model investigation by cement-based materials
文献类型：期刊论文
| 作者 | Liu, Xufeng1,2; Pan, Peng-Zhi1; Su, Haijian2; Xu, Dingping1; Wang, Zhaofeng1; Chen, Shun1 |
| 刊名 | CASE STUDIES IN CONSTRUCTION MATERIALS
 |
| 出版日期 | 2024-12-01 |
| 卷号 | 21页码:11 |
| 关键词 | Inclined bedding tunnel Stability analysis Lateral pressure coefficient 3D-printed model |
| ISSN号 | 2214-5095 |
| DOI | 10.1016/j.cscm.2024.e03692 |
| 英文摘要 | The inclined layered rock tunnel engineering in the alpine canyon area subject to tectonic stress will be influenced by high lateral stress. Currently, there are scarce reports on the impact of the lateral pressure coefficient on the stability of inclined layered rock tunnels. Hence, the mechanical response of the inclined layered tunnel model was investigated based on the 3D-printed model test, supplemented by acoustic emission (AE) and digital image correlation (DIC) monitoring methods under three cases of lateral pressure coefficients of 1.2, 1.5 and 1.8. The results reveal that for the tunnel model with a 60 degrees bedding inclination, the bearing capacity is negatively correlated with the lateral pressure coefficient. The normal deformation of the bedding of the tunnel model is prominent, exhibiting significant asymmetric deformation characteristics. When the lateral pressure coefficient k increases from 1.2 to 1.5, the failure of the tunnel model changes from shear-slip failure along the layer to bedding cracking and buckling failure of the sidewall. The test results have enlightenment significance for the stability evaluation of inclined layered surrounding rock tunnels in the alpine canyon area. |
| 资助项目 | National Natural Science Foundation of China[52125903] ; National Natural Science Foundation of China[52309146] ; National Natural Science Foundation of China[52339001] ; State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engi-neering[SDGZK2413] |
| WOS研究方向 | Construction & Building Technology ; Engineering ; Materials Science |
| 语种 | 英语 |
| WOS记录号 | WOS:001305633500001 |
| 出版者 | ELSEVIER |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/42380]  |
| 专题 | 中科院武汉岩土力学所 |
| 通讯作者 | Pan, Peng-Zhi; Su, Haijian |
| 作者单位 | 1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China 2.State Key Lab Intelligent Construct & Hlth Operat, Xuzhou 221116, Peoples R China |
| 推荐引用方式 GB/T 7714 | Liu, Xufeng,Pan, Peng-Zhi,Su, Haijian,et al. Effect of lateral pressure on the stability of inclined layered rock tunnel: A 3D-printed model investigation by cement-based materials[J]. CASE STUDIES IN CONSTRUCTION MATERIALS,2024,21:11. |
| APA | Liu, Xufeng,Pan, Peng-Zhi,Su, Haijian,Xu, Dingping,Wang, Zhaofeng,&Chen, Shun.(2024).Effect of lateral pressure on the stability of inclined layered rock tunnel: A 3D-printed model investigation by cement-based materials.CASE STUDIES IN CONSTRUCTION MATERIALS,21,11. |
| MLA | Liu, Xufeng,et al."Effect of lateral pressure on the stability of inclined layered rock tunnel: A 3D-printed model investigation by cement-based materials".CASE STUDIES IN CONSTRUCTION MATERIALS 21(2024):11. |
入库方式： OAI收割
来源：武汉岩土力学研究所
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