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Erschienen in: Geotechnical and Geological Engineering 6/2018

12.04.2018 | Original paper

Excavation Problem in Mixed Ground Conditions at the Kabatas–Mecidiyekoy Metro (Istanbul) Tunnels

verfasst von: Mehmet Ozcelik

Erschienen in: Geotechnical and Geological Engineering | Ausgabe 6/2018

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Abstract

Mechanized tunnelling is a well-established tunnel construction method which allows constructing tunnels in various conditions including mixed ground conditions as well as tunnels in vulnerable urban areas. The selection of the excavator suitable for the geological structure is important in terms of realizing an efficient tunnel excavation. Tunnel excavation studies of Istanbul Kabatas–Mecidiyeköy Metro tunnels are implemented as a double tube. Geology in this section is composed of sandstone, siltstone, mudstone interbedded or as separate units along with dyke intrusions. Calcareous clay, clayey limestone, clayey sand are also rarely observed. Between the Kabatas–Mecidiyekoy tunnels includes two types of mechanical excavation methods namely tunnel boring machine (TBM) and new Austrian tunnelling method (NATM). Main purpose of this study is mixed ground and their impacts on mechanized tunnelling. At the end, some issues have been presented which seems to be important for the success of TBM and NATM in the mixed grounds. As the tunnel excavation studies continued, the problem of collapse on the ground surface of Barbaros Boulevard in Besiktas station increased the importance of tunnel excavation under mixed ground conditions.

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Metadaten
Titel
Excavation Problem in Mixed Ground Conditions at the Kabatas–Mecidiyekoy Metro (Istanbul) Tunnels
verfasst von
Mehmet Ozcelik
Publikationsdatum
12.04.2018
Verlag
Springer International Publishing
Erschienen in
Geotechnical and Geological Engineering / Ausgabe 6/2018
Print ISSN: 0960-3182
Elektronische ISSN: 1573-1529
DOI
https://doi.org/10.1007/s10706-018-0545-4

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