中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Tunnel shape optimization method considering the interaction between lining and soil

文献类型:期刊论文

作者Bai,Qiangqiang5,6; Chen,Jian1,2,3,4,5,6
刊名IOP Conference Series: Earth and Environmental Science
出版日期2021-10-01
卷号861期号:5
ISSN号1755-1307
DOI10.1088/1755-1315/861/5/052089
英文摘要Abstract Recent tunnel shape optimization considers only the stress distribution in the soil around the tunnel or the lining’s mechanical performance and frequently ignores the influence of the interaction between the lining and soil. Thus, this study presents a tunnel shape optimization method considering this interaction. First, the concept of a lining rational arch axis is employed to derive an analytical expression for the tunnel shape, which is subjected to earth pressure recommended by the International Tunneling Association (ITA). Further, the rationality of the obtained tunnel shape is verified using a finite element method (FEM) simulation, which considers the interaction between the lining and soil. Thus, an iterative FEM is further proposed to minimize the lining’s eccentricity. The tunnel shape is gradually modified via the iterative FEM by offsetting the lining axis along the normal vector using the corresponding eccentricity to obtain the optimal tunnel shape. The results reveal that, with the optimal tunnel shape based on the rational arch axis, the tunnel lining is mainly subjected to axial compressive force and exhibits good performance in terms of deformation and bending moment.
语种英语
WOS记录号IOP:EES_861_5_052089
出版者IOP Publishing
源URL[http://119.78.100.198/handle/2S6PX9GI/28452]  
专题中科院武汉岩土力学所
作者单位1.National-Local Joint Engineering Research Center of Underwater Tunneling Technology, Wuhan 430063, China
2.The Soft Soil Research Center in Ningbo University of Technology, State Key Laboratory of Geomechanics and Geotechnical Engineering, Ningbo 315211, China
3.China-Pakistan Joint Research Center on Earth Sciences, Islamabad, Pakistan
4.Hubei Key Laboratory of Geo-Environmental Engineering, Wuhan 430071, China
5.University of Chinese Academy of Sciences, Beijing 100049, China
6.State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
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GB/T 7714
Bai,Qiangqiang,Chen,Jian. Tunnel shape optimization method considering the interaction between lining and soil[J]. IOP Conference Series: Earth and Environmental Science,2021,861(5).
APA Bai,Qiangqiang,&Chen,Jian.(2021).Tunnel shape optimization method considering the interaction between lining and soil.IOP Conference Series: Earth and Environmental Science,861(5).
MLA Bai,Qiangqiang,et al."Tunnel shape optimization method considering the interaction between lining and soil".IOP Conference Series: Earth and Environmental Science 861.5(2021).

入库方式: OAI收割

来源:武汉岩土力学研究所

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