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Apr 26, 2012
Analysis of a Deep Shaft Excavation in Argillaceous Rock
Authors: A. Gens [email protected], B. Garitte [email protected], and J. Vaunat [email protected]Author Affiliations
Publication: GeoFlorida 2010: Advances in Analysis, Modeling & Design
Abstract
The paper presents a coupled hydro-mechanical (HM) numerical analysis simulating an in situ test involving an excavation in argillaceous rocks. The test has been performed in the Meuse/Haute Marne laboratory of Eastern France, sited in a thick stratum of Callovo-Oxfordian mudstone. A specially developed numerical formulation and constitutive model have been used. The results of the analyses concerning displacements, pore pressures, damage and permeability variations are compared with observations. A satisfactory reproduction of the most relevant behaviour is achieved.
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Published In
GeoFlorida 2010: Advances in Analysis, Modeling & Design
Pages: 1470 - 1478
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© 2010 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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Affiliations
Department of Geotechnical Engineering and Geosciences, Universitat Politècnica de Catalunya, Jordi Girona 1–3, 08034 Barcelona, Spain. E-mail: [email protected]
CIMNE, Gran Capità s/n, Edifici C-1, 08034 Barcelona, Spain. E-mail: [email protected]
Department of Geotechnical Engineering and Geosciences, Universitat Politècnica de Catalunya, Jordi Girona 1–3, 08034 Barcelona, Spain. E-mail: [email protected]
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