Geotechnical investigations and remediation design for failure of tunnel portal section: a case study in northern Turkey
文献类型：期刊论文
| 作者 | Ayberk KAYA; Kadir KARAMAN; Fikri BULUT |
| 刊名 | Journal of Mountain Science
 |
| 出版日期 | 2017-06 |
| 卷号 | 14期号:6页码:1140-1160 |
| 关键词 | Portal Failure Stability Analysis Finite Element Method Tunnel Support Design Remedial Measures Rock Mass Rating (Rmr) Rock Mass Quality (q) New Austrian Tunneling Method (Natm) |
| ISSN号 | 1672-6316 |
| DOI | 10.1007/s11629-016-4267-x |
| 通讯作者 | Ayberk KAYA |
| 文献子类 | 期刊论文 |
| 英文摘要 | Mass movements are very common problems in the eastern Black Sea region of Turkey due to its climate conditions, geological, and geomorphological characteristics. High slope angle, weathering, dense rainfalls, and anthropogenic impacts are generally reported as the most important triggering factors in the region. Following the portal slope excavations in the entrance section of Cankurtaran tunnel, located in the region, where the highly weathered andesitic tuff crops out, a circular toe failure occurred. The main target of the present study is to investigate the causes and occurrence mechanism of this failure and to determine the feasible remedial measures against it using finite element method (FEM) in four stages. These stages are slope stability analyses for pre- and post-excavation cases, and remediation design assessments for slope and tunnel. The results of the FEM-SSR analyses indicated that the insufficient initial support design and weathering of the andesitic tuffs are the main factors that caused the portal failure. After installing a rock retaining wall with jet grout columns and reinforced slope benching applications, the factor of safety increased from 0.83 to 2.80. In addition to slope stability evaluation, the Rock Mass Rating (RMR), Rock Mass Quality (Q) and New Austrian Tunneling Method (NATM) systems were also utilized as empirical methods to characterize the tunnel ground and to determine the tunnel support design. The performance of the suggested empirical support design, induced stress distributions and deformations were analyzed by means of numerical modelling.Finally, it was concluded that the recommended stabilization technique was essential for the dynamic long-term stability and prevents the effects of failure.Additionally, the FEM method gives useful and reasonably reliable results in evaluating the stability of cut slopes and tunnels excavated both in continuous and discontinuous rock masses. |
| 语种 | 英语 |
| 源URL | [http://ir.imde.ac.cn/handle/131551/18733]  |
| 专题 | Journal of Mountain Science _Journal of Mountain Science-2017_Vol14 No.6 |
| 推荐引用方式 GB/T 7714 | Ayberk KAYA,Kadir KARAMAN,Fikri BULUT. Geotechnical investigations and remediation design for failure of tunnel portal section: a case study in northern Turkey[J]. Journal of Mountain Science,2017,14(6):1140-1160. |
| APA | Ayberk KAYA,Kadir KARAMAN,&Fikri BULUT.(2017).Geotechnical investigations and remediation design for failure of tunnel portal section: a case study in northern Turkey.Journal of Mountain Science,14(6),1140-1160. |
| MLA | Ayberk KAYA,et al."Geotechnical investigations and remediation design for failure of tunnel portal section: a case study in northern Turkey".Journal of Mountain Science 14.6(2017):1140-1160. |
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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