Machine Utilization Time Of NATM Method In Metro Tunnels: The Case Of Kadikoy-Kartal Metro Tunnels (Istanbul) ? Introduction

Society for Mining, Metallurgy & Exploration
I. Ocak
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
5
File Size:
495 KB
Publication Date:
Jan 1, 2011

Abstract

Initial investment for mechanical boring of tunnels is found to be high in most cases. Conventional drilling and blasting is not the possible especially in urban area. In these conditions impact hammer offers many advantages over conventional drill and blast techniques and boring tunnels. These include improved safety, minimal ground disturbances, elimination of blast vibration, reduced ventilation requirements, reduced cost etc. Therefore, hydraulic impact hammers have been used widely in metro tunnelling projects in Istanbul since 1992. Accumulated and published data from various tunnelling projects serve to improve predicting the machine performance and scheduling of job duration. This paper is prepared under this objective. Machine utilization time of impact hammer was evaluated in this study. The main rock formation named Kartal formation arepaleozoic aged sedimentary rocks, shale, sandstone, siltstone, andesite dykes and sediment fillings. The first stage of the project is commissioned to Yapi Merkezi- Yuksel- Dogus- Yenigun- Belen consortium.
Citation

APA: I. Ocak  (2011)  Machine Utilization Time Of NATM Method In Metro Tunnels: The Case Of Kadikoy-Kartal Metro Tunnels (Istanbul) ? Introduction

MLA: I. Ocak Machine Utilization Time Of NATM Method In Metro Tunnels: The Case Of Kadikoy-Kartal Metro Tunnels (Istanbul) ? Introduction. Society for Mining, Metallurgy & Exploration, 2011.

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