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Subway Project in Istanbul, Turkey

机译:地铁项目在伊斯坦布尔,土耳其

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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.
机译:Kadikoy-Kartal地铁隧道将成为伊斯坦布尔繁忙的交通问题的解决方案的一部分。地铁包括两个具有约56.1公里长的地下管。十六站将在地铁线上构成。地质学形成是Trakya,Kartal,Kurtkoy,Aydos和Dolayoba。这些地层主要是基于岩土学研究的弱和/或中岩体课程。由于地形多样性,管的深度也从18米到44米的变化。在2008年7月开始,包括管,连接隧道和该项目的地下结构的挖掘和支撑,并于2011年8月完成。管道的前9公里处由隧道镗床(TBM)驱动,而其他建筑被挖掘机和装载机挖掘出来。地下开放的初始支持系统主要基于格子梁,喷射夹和螺栓。本文的目的是提供地铁建设项目的基本阶段,以及基于地下开口的几何形状和地质形成的工程性能的地下管的初始支撑系统。

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