中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Theoretical solutions of a circular tunnel with the influence of axial in situ stress in elastic-brittle-plastic rock

文献类型:期刊论文

作者Wu, Zhenjun; Wang, Shuilin; Guo, Mingwei; Ge, Xiurun
刊名TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
出版日期2012
卷号30页码:155-168
关键词Elastic-brittle-plastic model Out-of-plane stress Theoretical solution Circular tunnel Mohr-Coulomb criterion
ISSN号0886-7798
DOI10.1016/j.tust.2012.02.016
英文摘要Theoretical solutions are presented for the prediction of stresses and displacements around a circular tunnel in Mohr-Coulomb (M-C) rock mass, which is subject to a hydrostatic stress field in the cross section of the tunnel and out-of-plane stress in the axis of it. Elastic-brittle-plastic constitutive model with a non-associated flow rule is used in the analysis. After the axial in situ stress is taken into account, the out-of-plane stress is not always the intermediate one in principle stress space. Therefore, solutions are different from those in the normal plane strain problem where the out-of-plane stress is supposed to be the intermediate principle stress. Moreover, different patterns of plastic zones are formed with the various combinations of hydrostatic stress in the cross section and out-of-plane stress in the axis of the tunnel. Numerical examples illustrate that the distribution of stresses and displacements in the surrounding rock mass of the tunnel is significantly influenced by the axial stress in the case where there is a large drop in strength at yield or a big difference between the uniform in-plan stress and the out-of-plane stress. (c) 2012 Elsevier Ltd. All rights reserved.
WOS研究方向Construction & Building Technology ; Engineering
语种英语
WOS记录号WOS:000304724600014
出版者PERGAMON-ELSEVIER SCIENCE LTD
源URL[http://119.78.100.198/handle/2S6PX9GI/3353]  
专题岩土力学所知识全产出_期刊论文
国家重点实验室知识产出_期刊论文
作者单位Chinese Acad Sci, State Key Lab Geomech & Geotech Engn, Inst Rock & Soil Mech
推荐引用方式
GB/T 7714
Wu, Zhenjun,Wang, Shuilin,Guo, Mingwei,et al. Theoretical solutions of a circular tunnel with the influence of axial in situ stress in elastic-brittle-plastic rock[J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY,2012,30:155-168.
APA Wu, Zhenjun,Wang, Shuilin,Guo, Mingwei,&Ge, Xiurun.(2012).Theoretical solutions of a circular tunnel with the influence of axial in situ stress in elastic-brittle-plastic rock.TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY,30,155-168.
MLA Wu, Zhenjun,et al."Theoretical solutions of a circular tunnel with the influence of axial in situ stress in elastic-brittle-plastic rock".TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY 30(2012):155-168.

入库方式: OAI收割

来源:武汉岩土力学研究所

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