IMHE OpenIR  > Journal of Mountain Science  > Journal of Mountain Science-2017  > Vol14 No.6
Geotechnical investigations and remediation design for failure of tunnel portal section: a case study in northern Turkey
Ayberk KAYA; Kadir KARAMAN; Fikri BULUT
Corresponding AuthorAyberk KAYA
2017-06
Source PublicationJournal of Mountain Science
ISSN1672-6316
Volume14Issue:6Pages:1140-1160
Subtype期刊论文
AbstractMass 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.
KeywordPortal Failure Stability Analysis Finite Element Method Tunnel Support Design Remedial Measures Rock Mass Rating (Rmr) Rock Mass Quality (q) New Austrian Tunneling Method (Natm)
DOI10.1007/s11629-016-4267-x
Indexed BySCI
Language英语
Citation statistics
Cited Times:13[WOS]   [WOS Record]     [Related Records in WOS]
Document Type期刊论文
Identifierhttp://ir.imde.ac.cn/handle/131551/18733
CollectionJournal of Mountain Science_Journal of Mountain Science-2017_Vol14 No.6
Recommended Citation
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.
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