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An evaluation of fine grained sedimentary materials in terms of geotechnical parameters which define and control excavation performance of EPB TBM's

dc.contributor.authorBinen, I. Serkan
dc.contributor.authorTokgoz, Nuray
dc.contributor.authorAvunduk, Emre
dc.date.accessioned2021-03-06T12:13:25Z
dc.date.available2021-03-06T12:13:25Z
dc.identifier.citationTokgoz N., Binen I. S. , Avunduk E., "An evaluation of fine grained sedimentary materials in terms of geotechnical parameters which define and control excavation performance of EPB TBM's", TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, cilt.47, ss.211-221, 2015
dc.identifier.issn0886-7798
dc.identifier.othervv_1032021
dc.identifier.otherav_f2e4f024-4f51-45b1-9fec-19ea8ee662b4
dc.identifier.urihttp://hdl.handle.net/20.500.12627/159285
dc.identifier.urihttps://doi.org/10.1016/j.tust.2014.12.007
dc.description.abstractStudies have been conducted on Istanbul-Buyukcekmece Waste Water Tunnel route in order to determine the influence of plastic behavior and adhesion potential of fine grained clayey sedimentary soils as well as the lump form effect on the EPB-TBM's excavation performance. This research was designed to develop data modelling methodology for a risk assessment of excavating in form of lumps, the adhesion problem on the metal surfaces, and clogging.
dc.language.isoeng
dc.subjectİnşaat Mühendisliği
dc.subjectMühendislik ve Teknoloji
dc.subjectYapı
dc.subjectMÜHENDİSLİK, SİVİL
dc.subjectMühendislik, Bilişim ve Teknoloji (ENG)
dc.subjectMühendislik
dc.subjectİNŞAAT VE YAPI TEKNOLOJİSİ
dc.titleAn evaluation of fine grained sedimentary materials in terms of geotechnical parameters which define and control excavation performance of EPB TBM's
dc.typeMakale
dc.relation.journalTUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
dc.contributor.departmentOZTAS Construct Co , ,
dc.identifier.volume47
dc.identifier.startpage211
dc.identifier.endpage221
dc.contributor.firstauthorID38111


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