中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
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
出版日期2024-01-12
卷号14期号:1页码:12
ISSN号2045-2322
DOI10.1038/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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