A numerical investigation of the behavior of a tunnel with adaptive anti-dislocation measures subjected to the action of fault dislocation
文献类型:期刊论文
作者 | Bi, Fajiang2; He, Xiao3; Zhang, Yanjie3; Cui, Zhen1; Mei, Xiancheng1,4; Li, Jianhe4 |
刊名 | SCIENTIFIC REPORTS
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出版日期 | 2024-01-12 |
卷号 | 14期号:1页码:12 |
ISSN号 | 2045-2322 |
DOI | 10.1038/s41598-024-51445-5 |
英文摘要 | In the context of long-distance cross-basin water transfer projects, the water conveyance tunnel serves as a pivotal component in mitigating regional disparities between economic development and water resources allocation. However, in high seismic-intensity areas of southwest China, geological complexities and densely distributed active faults present formidable challenges. Consequently, the construction of water conveyance tunnels necessitates traversing one or more active fault zones. This study examines the impact of an adaptive tunnel structure in the presence of fault dislocation, focusing on the Xianglushan Tunnel, a constituent of the Central Yunnan Water Diversion Project. Taking the Longpan-Qiaohou Fault F10-1 as a case study, we assess the influence of active faults on the anti-dislocation adaptive structure of the Xianglushan Tunnel, considering factors such as displacement, relative deformation, maximum principal stresses, and longitudinal equivalent internal force in critical tunnel sections. Numerical calculations validate the efficacy of this adaptive structure in reducing induced internal forces and deformations of the tunnel lining. The results show that, under the influence of strike-slip dominated fault movement, one side of the tunnel exhibits tensile stress, with a magnitude of approximately 5 MPa. The maximum normal and tangential deformation of the hinge joint is concentrated in the central section of the fault zone. The incorporation of an articulated adaptive design significantly enhances the stress state of lining under dislocation condition. These research results directly inform the engineering design and construction of water conveyance tunnels traversing active fault regions, providing valuable guidance for related tunnel construction endeavors. |
资助项目 | Yunnan Major Science and Technology Special Program[202102AF080001] ; National Key R&D Programs for Young Scientists[2023YFB2390400] ; National Natural Science Foundation of China[U21A20159] ; National Natural Science Foundation of China[52079133] ; National Natural Science Foundation of China[52379112] ; National Natural Science Foundation of China[41902288] ; Key Laboratory of Water Grid Project and Regulation of Ministry of Water Resources[QTKS0034W23291] ; Visiting Researcher Fund Program of State Key Laboratory of Water Resources Engineering and Management[2023SGG07] ; Key Research Program of the Ministry of Water Resources[SKS-2022103] ; Youth Innovation Promotion Association CAS[2019323] |
WOS研究方向 | Science & Technology - Other Topics |
语种 | 英语 |
WOS记录号 | WOS:001142684300032 |
出版者 | NATURE PORTFOLIO |
源URL | [http://119.78.100.198/handle/2S6PX9GI/40436] ![]() |
专题 | 中科院武汉岩土力学所 |
通讯作者 | Mei, Xiancheng |
作者单位 | 1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China 2.Construct Adm Bur Cent Yunnan Water Divers Project, Kunming 650205, Peoples R China 3.Cent Yunnan Water Divers Project Co Ltd, Kunming 650000, Peoples R China 4.Changjiang Engn Grp, Minist Water Resources, Key Lab Changjiang Regulat & Protect, Wuhan 430010, Hubei, Peoples R China |
推荐引用方式 GB/T 7714 | Bi, Fajiang,He, Xiao,Zhang, Yanjie,et al. A numerical investigation of the behavior of a tunnel with adaptive anti-dislocation measures subjected to the action of fault dislocation[J]. SCIENTIFIC REPORTS,2024,14(1):12. |
APA | Bi, Fajiang,He, Xiao,Zhang, Yanjie,Cui, Zhen,Mei, Xiancheng,&Li, Jianhe.(2024).A numerical investigation of the behavior of a tunnel with adaptive anti-dislocation measures subjected to the action of fault dislocation.SCIENTIFIC REPORTS,14(1),12. |
MLA | Bi, Fajiang,et al."A numerical investigation of the behavior of a tunnel with adaptive anti-dislocation measures subjected to the action of fault dislocation".SCIENTIFIC REPORTS 14.1(2024):12. |
入库方式: OAI收割
来源:武汉岩土力学研究所
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