A displacement-based back-analysis method for rock mass modulus and horizontal in situ stress in tunneling - Illustrated with a case study
文献类型：期刊论文
| 作者 | Zhang, L. Q.; Yue, Z. Q.; Yang, Z. F.; Qi, J. X.; Liu, F. C. |
| 刊名 | TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
 |
| 出版日期 | 2006-11-01 |
| 卷号 | 21期号:6页码:636-649 |
| 关键词 | back-analysis displacements modulus in situ stresses 3-D FEPT field tests |
| ISSN号 | 0886-7798 |
| DOI | 10.1016/j.tust.2005.12.001 |
| 文献子类 | Article |
| 英文摘要 | This paper presents a displacement based back-analysis method for the determination of rock mass modulus (E) and the horizontal in situ stress (P) perpendicular to the axis line of the tunnel excavation in hard and intact rock masses. The rock mass is assumed to respond in an isotropic and linear elastic manner. Essentially, the method is a best-fit solution of back-analysis by comparing the measured displacements near a tunnel face during excavation with those calculated using a three-dimensional finite element method. The method can be applied efficiently and effectively by iterative algorithms such as direct search technique and damping least square technique. In particular, a three-dimensional finite element pattern technique (3-D FEPT) is used to compute the theoretical displacements for saving computation time. The method is further illustrated with a case study. The case study deals with a test adit at Zhanghewan Pumped Storage Power Station in Hebei Province, North China. It is shown that the back-analyzed results of E and P are reliable and representative for the actual rock masses. (c) 2005 Elsevier Ltd. All rights reserved. |
| WOS研究方向 | Construction & Building Technology ; Engineering |
| 语种 | 英语 |
| WOS记录号 | WOS:000238867700006 |
| 出版者 | PERGAMON-ELSEVIER SCIENCE LTD |
| 源URL | [http://ir.iggcas.ac.cn/handle/132A11/66362]  |
| 专题 | 中国科学院地质与地球物理研究所 |
| 通讯作者 | Zhang, L. Q. |
| 作者单位 | 1.Chinese Acad Sci, Inst Geol & Geophys, Beijing 100029, Peoples R China 2.Univ Hong Kong, Dept Civil Engn, Hong Kong, Hong Kong, Peoples R China 3.Beijing Hydroelect Invest & Design Inst, Beijing, Peoples R China |
| 推荐引用方式 GB/T 7714 | Zhang, L. Q.,Yue, Z. Q.,Yang, Z. F.,et al. A displacement-based back-analysis method for rock mass modulus and horizontal in situ stress in tunneling - Illustrated with a case study[J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY,2006,21(6):636-649. |
| APA | Zhang, L. Q.,Yue, Z. Q.,Yang, Z. F.,Qi, J. X.,&Liu, F. C..(2006).A displacement-based back-analysis method for rock mass modulus and horizontal in situ stress in tunneling - Illustrated with a case study.TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY,21(6),636-649. |
| MLA | Zhang, L. Q.,et al."A displacement-based back-analysis method for rock mass modulus and horizontal in situ stress in tunneling - Illustrated with a case study".TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY 21.6(2006):636-649. |
入库方式： OAI收割
来源：地质与地球物理研究所
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