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

S. G. Ercelebi*, H. Copur, N. Bilgin, C. Feridunoglu

*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

16 Citations (Scopus)

Abstract

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.

Original languageEnglish
Title of host publicationUnderground Space Use
Subtitle of host publicationAnalysis of the Past and Lessons for the Future - Proceedings of the 31st ITA-AITES World Tunnel Congress
Pages163-169
Number of pages7
Publication statusPublished - 2005
Event2005 ITA-AITES World Tunnel Congress and 31st General Assembly - Istanbul, Turkey
Duration: 7 May 200512 May 2005

Publication series

NameUnderground Space Use: Analysis of the Past and Lessons for the Future - Proceedings of the 31st ITA-AITES World Tunnel Congress
Volume1

Conference

Conference2005 ITA-AITES World Tunnel Congress and 31st General Assembly
Country/TerritoryTurkey
CityIstanbul
Period7/05/0512/05/05

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