A thermodynamically consistent model accounting for viscoplastic creep and anisotropic damage in unsaturated rocks. (15th June 2017)

• Record Type: Journal Article
• Authors: Bui, T.A.; Wong, H.; Deleruyelle, F.; Xie, L.Z.; Tran, D.T.
• Is Part Of: International journal of solids and structures. Volume 117(2017)
• Page Start: 26
• Page End: 38
• Publication Date: 2017-06-15
• Subjects: Constitutive modelling -- Unsaturated rocks -- Time-dependent -- Poromechanics -- Anisotropic damage -- Viscoplastic -- Thermodynamics; Mechanics, Applied -- Periodicals; Structural analysis (Engineering) -- Periodicals; Elastic solids -- Periodicals; Mécanique appliquée -- Périodiques; Constructions, Théorie des -- Périodiques; Solides élastiques -- Périodiques; Elastic solids; Mechanics, Applied; Structural analysis (Engineering); Periodicals; 624.18
• DOI: 10.1016/j.ijsolstr.2017.04.015
• Languages: English
• ISSNs: 0020-7683

Abstract

Abstract: This paper presents a new poro-viscoplastic damageable model for partially saturated rocks. The hydromechanical modelling is based on the framework of mixture theory for multiphase porous media combined with Continuum Damage Mechanics. The proposed dissipative evolution laws are governed by an effective stress variable, which is a function of an equivalent pore pressure. The viscoplastic creep law is an extension of Lemaitre's model incorporating pressure-dependency and a non-associated flow rule. A new anisotropic damage evolution law for unsaturated rocks under compressive stresses is suggested. Despite a large number of coupled phenomena involved, the model remains relatively simple with a quite moderate number of parameters, while still ensuring the thermodynamic consistency. The model is capable to describe the main features of the time-dependent behaviour of rocks such as strain hardening, stress-dependent creep, moisture effects, damage-induced anisotropy and failure. Its efficiency is evidenced by simulating a number of laboratory tests performed on different rocks.