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

Tokgoz, Nuray; BINEN, I.; Avunduk, EMRE

doi:10.1016/j.tust.2014.12.007

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

Atıf İçin Kopyala

Tokgoz N., BINEN I. S., Avunduk E.

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, cilt.47, ss.211-221, 2015 (SCI-Expanded)

Yayın Türü: Makale / Tam Makale
Cilt numarası: 47
Basım Tarihi: 2015
Doi Numarası: 10.1016/j.tust.2014.12.007
Dergi Adı: TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
Sayfa Sayıları: ss.211-221
İstanbul Teknik Üniversitesi Adresli: Evet

Özet

Studies 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.