TY - GEN
T1 - Subway project in Istanbul, Turkey
AU - Ozturk, C. A.
AU - Simdi, E.
PY - 2012
Y1 - 2012
N2 - Kadikoy-Kartal subway tunnels will be the part of solution for Istanbul's heavy traffic problem. The subway consists of two underground tubes having approximately 56.1 km length. Sixteen stations are going to be constituted on the subway line. The geological formations are Trakya, Kartal, Kurtkoy, Aydos, and Dolayoba, respectively. These formations could be mostly classified as weak and/or medium rock mass classes based on geotechnical studies. The depths of the tubes also change from 18 m to 44 m due to the topographical diversity. The excavations and support of underground structures including tubes, connection tunnels, and stations in this project was started in July 2008 and completed in August 2011. The first 9 km of the tubes was driven by tunnel boring machine (TBM) while the rest of constructions were excavated by excavators and loaders. The initial support systems of the underground opening are mainly based on lattice girders, shotcrete and bolts. The aim of this paper is to give the basic stages of the subway construction project as well as the initial support systems of the underground tubes based on the geometry of the underground openings and the engineering properties of geological formation.
AB - Kadikoy-Kartal subway tunnels will be the part of solution for Istanbul's heavy traffic problem. The subway consists of two underground tubes having approximately 56.1 km length. Sixteen stations are going to be constituted on the subway line. The geological formations are Trakya, Kartal, Kurtkoy, Aydos, and Dolayoba, respectively. These formations could be mostly classified as weak and/or medium rock mass classes based on geotechnical studies. The depths of the tubes also change from 18 m to 44 m due to the topographical diversity. The excavations and support of underground structures including tubes, connection tunnels, and stations in this project was started in July 2008 and completed in August 2011. The first 9 km of the tubes was driven by tunnel boring machine (TBM) while the rest of constructions were excavated by excavators and loaders. The initial support systems of the underground opening are mainly based on lattice girders, shotcrete and bolts. The aim of this paper is to give the basic stages of the subway construction project as well as the initial support systems of the underground tubes based on the geometry of the underground openings and the engineering properties of geological formation.
UR - http://www.scopus.com/inward/record.url?scp=84873194499&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:84873194499
SN - 9781622765140
T3 - 46th US Rock Mechanics / Geomechanics Symposium 2012
SP - 1357
EP - 1364
BT - 46th US Rock Mechanics / Geomechanics Symposium 2012
T2 - 46th US Rock Mechanics / Geomechanics Symposium 2012
Y2 - 24 June 2012 through 27 June 2012
ER -