Selection of TBM and geotechnical assessment of a microtunnel in a difficult geological environment: a case of a natural gas pipeline beneath an active landslide (Albania)

Author:

Marinos Vassilis,Stoumpos Georgios,Papouli Dimitra,Papazachos Costas

Funder

‘‘E.ON Technologies GmbH (Currently Uniper GmbH)’’ S.A

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference24 articles.

1. AITES-ITA Working Group No. 14 (2000) Recommendations and Guidelines for Tunnel Boring Machines (TBMs), www.ita-aites.org

2. Barla G, Pelizza S (2000) TBM tunnelling in difficult ground conditions. Geo Eng 2000, Melbourne

3. Bergeson W (2014) Review of long drive microtunnelling technology for use on large scale projects. Tunn Undergr Space Technol 39(2014):66–72

4. Bieniawski Z.T, Tamames B.C, Fernandez J.M.G, Hernandez M.A (2006) Rock mass excavability (RME) indicator: new way to selecting the optimum tunnel construction method. In: ITA-AITES World Tunnel Congress & 32nd ITA General Assembly, Seoul, Korea

5. BTS-ICE (2005) Closed – face Tunnelling machines and ground stability, a guideline for best practice, British Tunnelling society in association with the Institution of Civil Engineers. Thomas Telford Publishing, London

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