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
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出版日期 | 2021-10-01 |
卷号 | 861期号:5 |
ISSN号 | 1755-1307 |
DOI | 10.1088/1755-1315/861/5/052089 |
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 |
推荐引用方式 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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