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Surface settlement prediction for Istanbul metro tunnels via 3D FE and empirical methods

  • S. G. Ercelebi*
  • , H. Copur
  • , N. Bilgin
  • , C. Feridunoglu
  • *Bu çalışma için yazışmadan sorumlu yazar
  • Istanbul Technical University

Araştırma sonucu: Kitap/Rapor/Konferans Bildirisinde BölümKonferans katkısıbilirkişi

16 Atıf (Scopus)

Özet

In this study, surface settlement is predicted for tunnels which are to be excavated in the section of 5 + 635-5 + 735 meters between Sehzadebasi and Yenikapi stations of Istanbul Metro line. Precautions in order to minimize the ground settlement are also suggested. Geology in this section is composed of clay, claystone, sand and marl. Tunnels, 36m 2 in cross-section, are excavated employing NATM method. Umbrella method of pre-excavation and shotcrete for temporary support are employed. Between crown and bench excavation, a 2.40 meter distance is kept constant. Settlement prediction is made with 2 different methods, empirical and 3D finite element method. Empirical method is based on Gaussian curve suggested by O'Reilley For 3D finite element, 3D Tunnel program is used. For 3D analysis, excavation and ground reinforcement steps are simulated exactly as applied in the field. The results of 2 methods are found to be in good agreement.

Orijinal dilİngilizce
Ana bilgisayar yayını başlığıUnderground Space Use
Ana bilgisayar yayını alt yazısıAnalysis of the Past and Lessons for the Future - Proceedings of the 31st ITA-AITES World Tunnel Congress
Sayfalar163-169
Sayfa sayısı7
Yayın durumuYayınlandı - 2005
Etkinlik2005 ITA-AITES World Tunnel Congress and 31st General Assembly - Istanbul, Türkiye
Süre: 7 May 200512 May 2005

Yayın serisi

AdıUnderground Space Use: Analysis of the Past and Lessons for the Future - Proceedings of the 31st ITA-AITES World Tunnel Congress
Hacim1

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???event.eventtypes.event.conference???2005 ITA-AITES World Tunnel Congress and 31st General Assembly
Ülke/BölgeTürkiye
ŞehirIstanbul
Periyot7/05/0512/05/05

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