Shaking table tests of tunnel linings in progressive states of damage
文献类型：期刊论文
| 作者 | Wang, Z. Z.1; Jiang, Y. -J.2; Zhu, C. A.3; Sun, T. C.4 |
| 刊名 | TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
 |
| 出版日期 | 2015-08-01 |
| 卷号 | 50页码:109-117 |
| 关键词 | Tunnel lining Shaking table test Damage identification Crack |
| ISSN号 | 0886-7798 |
| 通讯作者 | Jiang, YJ |
| 英文摘要 | Tunnels have long been assumed to be able to withstand earthquakes and suffer little damage. However, investigations of tunnels after the Wenchuan earthquake in China revealed that over 30 tunnel linings were cracked. Different types of cracks were found in almost all the tunnel linings. In this study, a series of shaking table tests were conducted on scaled tunnel models under seismic excitations with increasing intensities. White noise sweep tests were interlaced with the seismic excitations to identify the damage in the tunnel linings. The accelerations and strains of the tunnel lining were measured. The test results are discussed based on the dominant frequencies, amplification factor, and lining strains. Furthermore, this paper presents the results of damage identification for various states of damage using the white noise sweep method. The dominant frequencies decreased with an increase of the input peak ground acceleration (PGA), which also reflected the damage of the tunnel lining. The dominant frequencies decreased by approximately 32% for an input PGA intensity of approximately 0.6 g, but the first cracks could still be visually detected. The cracks gradually propagate with the PGA increasing from 0.6 to 0.8 g. The effect of lining damage on the seismic performance of tunnel linings should be considered in the seismic design of tunnels. (C) 2015 Elsevier Ltd. All rights reserved. |
| WOS标题词 | Science & Technology ; Technology |
| 类目[WOS] | Construction & Building Technology ; Engineering, Civil |
| 研究领域[WOS] | Construction & Building Technology ; Engineering |
| 关键词[WOS] | MOUNTAIN TUNNELS ; UNDERGROUND STRUCTURES ; WENCHUAN EARTHQUAKE ; SEISMIC DESIGN |
| 收录类别 | SCI |
| 语种 | 英语 |
| WOS记录号 | WOS:000365366200011 |
| 源URL | [http://ir.imde.ac.cn/handle/131551/13864]  |
| 专题 | 成都山地灾害与环境研究所_山地灾害与地表过程重点实验室 |
| 作者单位 | 1.Dalian Univ Technol, Sch Civil Engn, Dalian, Peoples R China 2.Chinese Acad Sci, Inst Mt Hazards & Environm, Chengdu, Peoples R China 3.Sichuan Prov Transportat Dept, Design & Res Inst, Chengdu, Peoples R China 4.Shijiazhuang Tiedao Univ, Sch Civil Engn, Shijiazhuang, Peoples R China |
| 推荐引用方式 GB/T 7714 | Wang, Z. Z.,Jiang, Y. -J.,Zhu, C. A.,et al. Shaking table tests of tunnel linings in progressive states of damage[J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY,2015,50:109-117. |
| APA | Wang, Z. Z.,Jiang, Y. -J.,Zhu, C. A.,&Sun, T. C..(2015).Shaking table tests of tunnel linings in progressive states of damage.TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY,50,109-117. |
| MLA | Wang, Z. Z.,et al."Shaking table tests of tunnel linings in progressive states of damage".TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY 50(2015):109-117. |
入库方式： OAI收割
来源：成都山地灾害与环境研究所
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