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Analysis of the excavation of a deep drift in a tertiary clay

Autor
Vaunat, J.; Gens, A.; de Vasconcelos, R.; Li, X.L.
Tipus d'activitat
Presentació treball a congrés
Nom de l'edició
2nd International Symposium on Computational Geomechanics
Any de l'edició
2011
Data de presentació
2011-04
Llibre d'actes
Computational geomechanics: COMGEO II: 2nd International symposium on computational geomechanics (COMGEO II): Cavtat-Dubrovnik, Croatia: april 27-29, 2011: proceedings
Pàgina inicial
587
Pàgina final
598
Editor
International Centre for Computational Engineering
Repositori
http://hdl.handle.net/2117/15045 Obrir en finestra nova
Resum
This paper tackles the issues related to the excavation of a horizontal gallery carried out in Boom clay, a tertiary clay that hosts the Underground Laboratory of the Belgium Nuclear Agency (SCK-CEN). The gallery is 85 m long, 5 m wide and connects one of the laboratory access shafts to a horizontal drift drilled from the second access shaft. Displacement and pore water pressure sensors installed from both gallery ends allowed for a detailed monitoring of the hydro-mechanical response of the cla...
Citació
Vaunat, J. [et al.]. Analysis of the excavation of a deep drift in a tertiary clay. A: International Symposium on Computational Geomechanics. "Computational geomechanics: COMGEO II: proceedings of the 2nd International symposium on computational geomechanics (COMGEO II), Cavtat-Dubrovnik, 27-29 April, 2011". Cavtat-Dubrovnik: International Centre for Computational Engineering, 2011, p. 587-598.
Grup de recerca
MSR - Mecànica del Sòls i de les Roques

Participants