New methods of safety evaluation for the rock/soil mass surrounding tunnel under earthquake | |
Cheng, Xuansheng1,2; Zheng, Yingren3; Tian, Ruirui1; Du, Xiuli2 | |
2012 | |
会议名称 | 12th International Symposium on Structural Engineering, ISSE 2012 |
会议录名称 | Proceedings of the 12th International Symposium on Structural Engineering, ISSE 2012 |
页码 | 1247-1256 |
会议日期 | November 17, 2012 - November 19, 2012 |
会议地点 | Wuhan, China |
出版者 | Science Press |
摘要 | In order to obtain the seismic safety coefficient and fracture surface and to proceed the seismic safety evaluation for the rock mass and soil mass surrounding tunnel, in this paper, the limitation of evaluating seismic stability is considered, and the pseudo-static strength reduction is used. By the finite element software ANSYS and the strength reduction, the new methods of seismic safety evaluation for the rock mass and soil mass surrounding tunnel are put forward, just as the dynamic FEM static strength reduction and the dynamic FEM strength reduction. In order to prove the feasibility of the proposed method, the results of numerical example are compared with those of the pseudo-static strength reduction method, the results show: (1) two methods are both feasible, the plastic zone of structure is upward migration if the pseudo-static method is used, but the plastic zone is at the bottom if new methods are used. (2) the safety coefficient error of new method I is 9.4%, and is 11.1% of new method II. (3) the safety factor of new method II is minimum, and the safety factor of new method I is maximum, but the general difference is very small. Therefore, in order to ensure the safety of structure, the new method II is proposed to evaluate seismic stability of the rock mass and soil mass surrounding tunnel, and so a theoretical basis is provided for the seismic stability of the rock mass and soil mass and the lining surrounding tunnel, and also provided for engineering application. |
关键词 | Earthquakes Numerical methods Rock mechanics Rocks Safety factor Soils Stability Structural design Tunnels Earthquake stability Engineering applications Finite element software New methods Pseudostatic method Safety evaluations Safety of structures Seismic safety evaluations |
收录类别 | EI |
语种 | 英语 |
EI入藏号 | 20135217126194 |
EI主题词 | Earthquake engineering |
来源库 | Compendex |
分类代码 | 401.2 Tunnels and Tunneling - 408.1 Structural Design, General - 483.1 Soils and Soil Mechanics - 484 Seismology - 914.1 Accidents and Accident Prevention - 921.6 Numerical Methods |
文献类型 | 会议论文 |
条目标识符 | https://ir.lut.edu.cn/handle/2XXMBERH/116560 |
专题 | 土木工程学院 |
作者单位 | 1.School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China; 2.Key Laboratory of Urban Security and Disaster Engineering of Education, Beijing University of Technology, Beijing 100124, China; 3.Department of Civil Engineering, Logistical Engineering University, Chongqing 40041, China |
第一作者单位 | 土木工程学院 |
推荐引用方式 GB/T 7714 | Cheng, Xuansheng,Zheng, Yingren,Tian, Ruirui,et al. New methods of safety evaluation for the rock/soil mass surrounding tunnel under earthquake[C]:Science Press,2012:1247-1256. |
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