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A time-dependent anisotropic model for argillaceous rocks. Application to an underground excavation in Callovo-Oxfordian claystone
Institution:1. Institute of Mechanics, Chinese Academy of Sciences, Beijing 100190, China;2. School of Civil Engineering, Tianjin University, Tianjin 300072, China;1. Computational Geology Laboratory, Polish Geological Institute–National Research Institute, Jaworowa 19, 53-122 Wroc?aw, Poland;2. Geological Engineering Program, Department of Civil and Environmental Engineering, University of Wisconsin-Madison, 1415 Engineering Drive, Madison, WI 53706, USA;1. Université de Liège, Département ArGEnCo/Géomécanique, Allée de la découverte 9, 4000, Liège, Belgium;2. F.R.I.A, Fonds de la Recherche Scientifique – FNRS, Brussels, Belgium;1. Department of Civil Engineering, School of Engineering, Kharazmi University, Tehran, Iran;2. Department of Civil and Environmental Engineering, Universitat Politècnica de Catalunya, Barcelona Tech, Barcelona, Spain
Abstract:
Keywords:Argillaceous rocks  Anisotropy  Time-dependent behaviour  Elasto-plasticity  Coupled hydromechanical analysis  Tunnel excavation
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