Excavation of a tunnel with conventional method in urbanized context – A case study from Line 15 South of Grand Paris Express

Author:

Cavagnet Spencer1,Mancinelli Luca1,Midali Eric2,Diallo Ibrahima2

Affiliation:

1. Lombardi Ingegneria s.r.l. Via Giotto 36 Milano Italy

2. Lombardi Ingénierie S.A.S. 70, rue de la Villette Lyon France

Abstract

AbstractAs part of the Grand Paris Express project, the work package of Metro Line 15 South Lot T2C is situated near Villiers Sur Marne in the south‐eastern outskirts of Paris. It consists in two mechanized tunnels, principal as well as maintenance and storage site lines, respectively 4.7 and 2.2 km long, connected by a shaft approximately 180 m long (O807), 92 m of which is characterized by a traditional tunnel. This article presents the study carried out for the detailed design of the conventional tunnel which is excavated in the Calcaire de Champigny formation, a succession of layers with typical characteristics of a heavily fractured rock mass alternates with marly others, sometimes showing dissolution phenomena due to the presence of gypsum. Due to the urbanized context and the workface planning, a particular construction stage was also foreseen: the lower part of the section has been excavated by tunnel boring machine when the upper was finalized. The discussion is completed with the results of the monitoring activity, designed to check the correct behavior during and after the excavation process.

Publisher

Wiley

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference7 articles.

1. Cavagnet S.; Giammarino A.; Mancinelli L.; Crémer C. (2019)Grand Paris express Ligne 15 sud T2C: TBM driving parameters and complex passing of critical zones. Proceedings of ITA-WTC Congress Naples Italy

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3. Volkmann G. M.; Moritz B.; Schneider K. M. (2015)Application of the Pipe Umbrella Support System at the Koralm Tunnel KAT 3. Austria: DYWIDAG-Systems International GmbH & Austrian Federal Railways.

4. Baustamante-Doix (1985)Une méthode pour le calcul des tirants et des micropieux injectés. Bulletin liaison labo Pont et Chaussée n° 140.

5. Mair R. J.; Taylor R. N.; Burland J. B. (1996)Prediction of ground movements and assessment of risk of building damage due to bored tunnelling. In: Mair R. J.; Taylor R. N. (eds.)Proceedings of the International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground London pp. 713–718.

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