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

Author:

Tokgöz Nuray,Serkan Binen I.,Avunduk Emre

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference42 articles.

1. Arıc, C., 1955. Geology of Halic-Kücükcekmece lake. Doctoral Thesis, Istanbul Technical University of Science and Technology, Istanbul.

2. Babendererde, L.H., 1998. Developments in polymer application for soil conditioning in EPB-TBMs. In: Negro Jr., Ferreira (Eds.). Tunnels and Metropolises, vol. 2, Balkema, Rotterdam, pp. 691–695.

3. Research in soil conditioning for EPB tunnelling through difficult soils;Ball;Proc. RETC,2009

4. Bezuijen, A., Schaminee, P.E.L., Kleinjan, J.A., 1999. Additive testing for EPB shields. In: Proc. of 12th Conference on Soil Mechanics and Geotechnical Engineering, vol. 3, Amsterdam, pp. 1991–1996.

5. Laboratory test for EPB tunnelling assessment: results of test campaign on two different granular soils;Borio;Gospodarka Surowcami Mineralnymi,2011

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