2D Tunnel Numerical Investigation: The Influence of the Simplified Excavation Method on Tunnel Behaviour

Author:

Do Ngoc-Anh,Dias Daniel,Oreste Pierpaolo,Djeran-Maigre Irini

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference44 articles.

1. Addenbrooke TI, Potts DM, Puzrin AM (1997) The influence of pre-failure soil stiffness on the numerical analysis of tunnel construction. Geotechnique 47(3):693–712

2. Benmebarek S, Kastner R, Ollier C (1998) Auscultation et modélisation numérique du processus de creusement à l’aide d’un tunnelier. Geotechnique 48(6):801–818

3. Bernat S (1996), Modélisation des déformations induites par le creusement d’un tunnel—Application au métro de Lyon-Vaise, Ph.D. dissertation, Ecole Centrale de Lyon

4. Bezuijen A, Talmon AM (2004) Grout pressures around a tunnel lining, influence of grout consolidation and loading on lining. In: proceedings of world tunnel congress and 13th ITA Assembly, Singapore, 22–27

5. Bilotta E, Russo G (2013) Internal forces arising in the segmental lining of an EPB bored tunnel. J Geotech Geoenviron Eng. doi: 10.1061/(ASCE)GT.1943-5606.0000906

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