This extended abstract presents an interpretation of the response of a mudstone
during the excavation of a shaft at high depths (500m). Instrument layout and numerical model are described. A very good agreement is observed between the field measurements and computed values.
CitationVaunat, J.; Garitte, B.; Gens, A. Modelling of a deep excavation in a stiff clay. A: International Conference on Computational Plasticity. "X International Conference on Computational Plasticity". Barcelona: 2009, p. 1-4.
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