Contribution on the understanding of EPB-TBM drives in complex geologic structures

Author:

Acun Sinan,Bilgin Nuh,Erboylu Ulaş

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference42 articles.

1. Ambrosi, M., 2019. Appraisal of friction coefficients between TBM and conditioned soil, a laboratory investigation adopting a direct shear apparatus M.Sc. Thesis Delft University of Technology, pp. 113.

2. The squeezing potential of rocks around tunnels;Aydan;Rock Mech. Rock Eng.,1993

3. Tunnelling under squeezing rock conditions. Euro Summer-School in Tunnel Mechanics, Innsbruck;Barla,2001

4. Barton, N., Bilgin, N., 2016. Fast or slow progress with TBM in ideal or faulted conditions, Eurock 2016, Rock Mechanics and Rock Engineering: from past to the future. Ulusay et.al. (Eds), ISBN 978-1-138-0265-1, pp. 1157–1162.

5. A parametric study of two solutions for a TBM jamming problem in squeezing ground conditions;Bejari;Int. J. Civil Eng. Technol. (IJCIET),2018

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