WOS: 000180502800008This study covers the graphical analysis of deformation values measured in the Kizlac T3A tunnel (Osmamye, Turkey), which was built as a part of the Tarsus-Adana-Gaziantep Motorway Project. Excavation was performed through a sequence which was composed of sandstone-shale alternation, sandstone and dolerite dyke. Horizontal, longitudinal and settlement deformation values were optically read and recorded daily on a computer. These data were evaluated according to New Austrian Tunneling Method. Total deformation measurement, risky area determination and forecast of transitions between weak and stiff rock, stiff and weak rock were assessed as a result of deformation evaluation for tunnel stability, safety and economy. The la...
Tez (Yüksek Lisans) -- İstanbul Teknik Üniversitesi, Fen Bilimleri Enstitüsü, 2004Thesis (M.Sc.) -- ...
The purpose of this study is to present a methodology for tunnel and support design in mixed limesto...
The purpose of excavating a tunnel is not fulfilled unless it is stable. One of the major causes of ...
This study covers the graphical analysis of deformation values measured in the Kizlaç T3A tunnel (Os...
The Tuzla tunnel was excavated mainly in fault zones, shale and limestones using the conventional an...
The main focus of this study is vertical displacement monitoring and verification along with prelimi...
This paper presents a case study of the instability mechanisms, and the excavation sequence, re-qual...
The main objective of this study is to assess the engineering geological characteristics of the rock...
This paper presents engineering geological investigations and the tunnel support design for the Bozt...
Designing the support system for a deep tunnel in weak rock is always challenging, because a misjudg...
A series of problems, including large deformation of supporting structures, shotcrete peeling, and y...
Numerous tunnels are constructed in various parts of the world. Various technologies such as the Tun...
The T26 tunnel was designed within the scope of the Ankara-Istanbul high-speed railway in accordance...
This study aims to solve the significant deformation issue in the soft surrounding rocks under high ...
Insufficient information on the host medium can cause serious problems, even collapse, during constr...
Tez (Yüksek Lisans) -- İstanbul Teknik Üniversitesi, Fen Bilimleri Enstitüsü, 2004Thesis (M.Sc.) -- ...
The purpose of this study is to present a methodology for tunnel and support design in mixed limesto...
The purpose of excavating a tunnel is not fulfilled unless it is stable. One of the major causes of ...
This study covers the graphical analysis of deformation values measured in the Kizlaç T3A tunnel (Os...
The Tuzla tunnel was excavated mainly in fault zones, shale and limestones using the conventional an...
The main focus of this study is vertical displacement monitoring and verification along with prelimi...
This paper presents a case study of the instability mechanisms, and the excavation sequence, re-qual...
The main objective of this study is to assess the engineering geological characteristics of the rock...
This paper presents engineering geological investigations and the tunnel support design for the Bozt...
Designing the support system for a deep tunnel in weak rock is always challenging, because a misjudg...
A series of problems, including large deformation of supporting structures, shotcrete peeling, and y...
Numerous tunnels are constructed in various parts of the world. Various technologies such as the Tun...
The T26 tunnel was designed within the scope of the Ankara-Istanbul high-speed railway in accordance...
This study aims to solve the significant deformation issue in the soft surrounding rocks under high ...
Insufficient information on the host medium can cause serious problems, even collapse, during constr...
Tez (Yüksek Lisans) -- İstanbul Teknik Üniversitesi, Fen Bilimleri Enstitüsü, 2004Thesis (M.Sc.) -- ...
The purpose of this study is to present a methodology for tunnel and support design in mixed limesto...
The purpose of excavating a tunnel is not fulfilled unless it is stable. One of the major causes of ...