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Anisotropy effects in a deep excavation in stiff clay

Autor
Vaunat, J.; Gens, A.; Barboza, R.
Tipus d'activitat
Presentació treball a congrés
Nom de l'edició
12th International Conference on Computational Plasticity: fundamentals and applications
Any de l'edició
2013
Data de presentació
2013-09
Llibre d'actes
Computational Plasticity XII: fundamentals and applications: XII International Conference on Computational Plasticity: Barcelona, Spain: september 3-5, 2013: proceedings
Pàgina inicial
1286
Pàgina final
1293
Repositori
http://hdl.handle.net/2117/21463 Obrir en finestra nova
URL
http://congress.cimne.com/complas2013/proceedings/full/p673.pdf 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.; Gens, A.; Barboza, R. Anisotropy effects in a deep excavation in stiff clay. A: International Conference on Computational Plasticity Fundamentals and Applications. "Computational Plasticity XII: Fundamentals and Applications - Proceedings of the 12th International Conference on Computational Plasticity". Barcelona: 2013, p. 1286-1293.
Paraules clau
Anisotropy, Computational plasticity, Deep excavations, Nuclear waste, Stiff clays
Grup de recerca
MSR - Mecànica del Sòls i de les Roques

Participants

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