中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Numerical investigation of the influence of the yield stress of the yielding element on the behaviour of the shotcrete liner for yielding support

文献类型:期刊论文

作者Tian, H. M.2; Chen, W. Z.2,3; Tan, X. J.2; Yang, D. S.2; Wu, G. J.2; Yu, J. X.1
刊名TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
出版日期2018
卷号73页码:179-186
关键词Squeezing rock Yielding support Yielding element Failure behaviour of shotcrete liner
ISSN号0886-7798
DOI10.1016/j.tust.2017.12.019
英文摘要When tunneling in squeezing rock, the use of yielding support is recommended. In the yielding supports, the shotcrete liner is often divided into several segments with the yielding elements installed between them. The deformation ability of the yielding element is considerably greater than that of the shotcrete, and the yield stress of the yielding element can be adjusted as the support requirements. To investigate the influence of the yield stress of the yielding element on the behaviours of the shotcrete liner, a number of numerical analyses were conducted. In all of these numerical analyses, a connector element that can simulate the large deformation ability of the yielding element was used. According to the numerical results, the yield stress of the yielding element has a significant influences on the internal forces and failure behaviours of the liner. With the decrease of the yield stress, the axial force of the liner clearly decreases, while the bending moment concentration of the liner obviously increases. When the yield stress is extremely low, obvious tensile failure of the liner will occur because of the large bending moment of the liner, whereas when the yield stress is extremely high, clear shear failure of the liner will occur due to high axial forces of the liner. According to the total failure zone of the shotcrete liner, the optimum yield stress of the yielding element for the Xiakou tunnel is determined.
WOS研究方向Construction & Building Technology ; Engineering
语种英语
WOS记录号WOS:000425081900016
出版者PERGAMON-ELSEVIER SCIENCE LTD
源URL[http://119.78.100.198/handle/2S6PX9GI/4232]  
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1.Henan Polytech Univ, Sch Civil Engn, Open Lab Deep Mine Construct
2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn ;
3.Shandong Univ, Res Ctr Geotech & Struct Engn ;
推荐引用方式
GB/T 7714
Tian, H. M.,Chen, W. Z.,Tan, X. J.,et al. Numerical investigation of the influence of the yield stress of the yielding element on the behaviour of the shotcrete liner for yielding support[J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY,2018,73:179-186.
APA Tian, H. M.,Chen, W. Z.,Tan, X. J.,Yang, D. S.,Wu, G. J.,&Yu, J. X..(2018).Numerical investigation of the influence of the yield stress of the yielding element on the behaviour of the shotcrete liner for yielding support.TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY,73,179-186.
MLA Tian, H. M.,et al."Numerical investigation of the influence of the yield stress of the yielding element on the behaviour of the shotcrete liner for yielding support".TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY 73(2018):179-186.

入库方式: OAI收割

来源:武汉岩土力学研究所

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