An elasto-plastic damage model for argillaceous geomaterials
Source abstract
Abstract
Abstract The aim of this paper is to present a new elastoplastic damage model for unsaturated porous media. The proposed model within the context of poromechanics is intended for constitutive modelling of geomaterials which show two (irreversible) dissipative aspects involving plastic flow and damage. Independent stress state variables, namely net stress and suction, are adopted as stress variables of the model. Barcelona Basic Model is extended to a non-isothermal formulation and is coupled to a damage formulation using damage dependent yield surface and damaged stress variables. The stress state variables are transformed into the damaged state through the definition of effective damaged suction and effective damaged net stress in the framework of Continuum Damage Mechanics (CDM). Damage effects on intrinsic permeability and transfer laws are also taken into consideration. The model has been implemented in Θ-STOCK Code and predictive capabilities of the model have been evaluated against experimental results from the literature. The model is validated by comparing the numerical results with experimental results of argillites and results of an elastodamage model. The proposed model is also shown to give satisfactory simulation results which match the experimental data from a heating test on bentonite samples.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Soil and Unsaturated Flow · Rock Mechanics and Modeling · Geotechnical Engineering and Soil Mechanics
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (75)
Show source-provided references
1. On the coupling of anisotropic damage and plasticity models for ductile materials10.1016/S0020-7683(03)00109-4 ↗
2. An evolutionary approach to modelling the thermo-mechanical behaviour of unsaturated soils10.1002/nag.2323 ↗
3. Chemical reactivity of argillaceous material in engineered barrier: Rare earth disilicate formation under subcritical conditions10.1016/j.clay.2008.11.004 ↗
4. A New Elastoplastic Damage Model for Constitutive Modeling of Argillaceous Formations
5. A Fully Coupled Thermo Hydraulic Poro-Plasto-Damage Model for Semi-Brittle Geomaterials
6. A constitutive model for partially saturated soils10.1680/geot.1990.40.3.405 ↗
7. Arson · 2009
8. Numerical study of a thermo-hydro-mechanical model for unsaturated porous media10.1007/s12356-010-0009-x ↗
9. Numerical study of damage in unsaturated geological and engineered barriers10.1016/j.pce.2011.07.008 ↗
10. Thermo-hydro-mechanical modeling of damage in unsaturated porous media: Theoretical framework and numerical study of the EDZ10.1002/nag.1005 ↗
11. The principle of effective stress
12. Some aspects of effective stress in saturated and partially saturated soils10.1680/geot.1963.13.3.177 ↗
13. Effective stress evaluation for unsaturated soils
14. Elastic Moduli of a Cracked Solid10.1016/0020-7683(76)90044-5 ↗
15. Chiarelli · 2000
16. Modélisation élastoplastique couplée à l'endommagement anisotrope induit pour des argilites10.1080/12795119.2002.9692352 ↗
17. Influence of mineralogy and moisture content on plasticity and induced anisotropic damage of a claystone: application to nuclear waste disposals10.2113/171.6.621 ↗
18. Modelling of elastoplastic damage behaviour of a claystone10.1016/S0749-6419(01)00017-1 ↗
19. Stress–strain relations for partly saturated soils
20. Endomagement anisotrope en élasticité et plasticité
21. Cobalt-modified Brazilian bentonites: Preparation, characterisation, and thermal stability10.1016/j.clay.2010.10.033 ↗
22. Microfabric of fractured Boom Clay at depth: a case study of brittle–ductile transitional clay behaviour10.1016/j.clay.2003.12.013 ↗
23. Effects of water–cement solutions on the composition of organic compounds leached from oxidized Callovo–Oxfordian argillaceous sediment10.1016/j.clay.2003.12.016 ↗
24. FEBEX. Bentonite: origin, properties and fabrication of blocks
25. ACMEG-TS: a constitutive model for unsaturated soils under non-isothermal conditions10.1002/nag.712 ↗
26. Unsaturated Soil Mechanics in Engineering Practice10.1061/(ASCE)1090-0241(2006)132:3(286) ↗
27. Stress state variables for unsaturated soils10.1061/AJGEB6.0000423 ↗
28. An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behavior10.1680/geot.2003.53.1.123 ↗
29. Framework of a nonlinear fully coupled thermo-hydro-mechanical behavior of unsaturated porous media
30. Θ-stock, a powerful tool for thermohydromechanical behaviour and damage modeling of unsaturated porous media10.1016/j.compgeo.2008.08.008 ↗
31. A formulation of fully coupled thermal-hydraulicmechanical behavior of saturated porous media – numerical approach10.1002/(SICI)1096-9853(199703)21:3<199::AID-NAG865>3.0.CO;2-M ↗
32. Excavation effect on the thermo-hydro-mechanical behaviour of a geological barrier10.1016/j.pce.2006.04.032 ↗
33. A new suction-based mathematical model for thermo-hydro-mechanical behavior of unsaturated porous media
34. UDAM: powerful finite element software for the analysis of unsaturated porous media10.1016/S0965-9978(97)00044-6 ↗
35. A multiphase analysis for environmental impact assessment with θ-stock finite element program10.1142/S1756973710000266 ↗
36. Two-dimensional transient thermo-hydro-mechanical fundamental solutions of multiphase porous media in frequency and time domains10.1016/j.ijsolstr.2009.10.022 ↗
37. Mineralogical reactions in the Tournemire argillite after in-situ interaction with steels10.1016/j.clay.2008.08.007 ↗
38. A full-scale in situ heating test for high-level nuclear waste disposal: observations, analysis and interpretation10.1680/geot.2009.59.4.377 ↗
39. A thermodynamically consistent framework for theories of elastoplasticity coupled with damage10.1016/0020-7683(94)90112-0 ↗
40. Caractéristiques physiques et mécaniques du granite de la Vienne et de l'argilite de l'Est
41. Elastic moduli of soils dependent on pressure: a hyperelastic formulation10.1680/geot.2005.55.5.383 ↗
42. Thermoplasticity of Saturated Soils and Shales: Constitutive Equations10.1061/(ASCE)0733-9410(1990)116:12(1765) ↗
43. Thermodynamically based mixture theory models for saturated and unsaturated soils10.1002/(SICI)1099-1484(199907)4:4<295::AID-CFM64>3.0.CO;2-9 ↗
44. Thermo-Poro-Elastostatic Green's Functions for Unsaturated Soils
45. Remarks on constitutive modelling of unsaturated soils
46. On energy-based coupled elastoplastic damage theories: constitutive modelling and computational aspects10.1016/0020-7683(89)90015-2 ↗
47. On the Creep Fracture Time
48. Effective elastic properties of cracked solids: critical review of some basic concepts10.1115/1.3119761 ↗
49. Intergranular pore space evolution in MX80 bentonite during a long-term experiment10.1016/j.clay.2014.11.024 ↗
50. A unique relationship for the determination of the shear strength of unsaturated soils10.1680/geot.1998.48.5.681 ↗
51. On the use of the generalised effective stress in the constitutive modelling of unsaturated soils10.1016/j.compgeo.2008.03.002 ↗
52. Determination of the matrix indentation modulus of Meuse/Haute-Marne argillite10.1016/j.clay.2011.03.001 ↗
53. Volume change characteristics of partially saturated soils10.1680/geot.1968.18.4.432 ↗
54. Structural modifications of Callovo-Oxfordian argillite under hydration/dehydration conditions10.1016/j.clay.2003.10.004 ↗
55. Effective stress concept in unsaturated soils: clarification and validation of a unified framework10.1002/nag.645 ↗
56. A constitutive theory for the inelastic behaviour of concrete10.1016/0167-6636(85)90007-9 ↗
57. Evidence of montmorillonite/Fe-rich smectite transformation in the Morrón de Mateo bentonite deposit (Spain): Implications for the clayey barrier behaviour10.1016/j.clay.2015.12.033 ↗
58. Moisture movement in porous materials under temperature gradients10.1029/TR038i002p00222 ↗
59. Backanalysis of thermohydraulic bentonite properties from laboratory tests10.1016/S0013-7952(01)00110-7 ↗
60. A coupled elastoplastic damage model for semi-brittle materials and extension to unsaturated conditions10.1016/j.mechmat.2005.07.002 ↗
61. Finite element formulation and algorithms for unsaturated soils. Part I: Theory10.1002/nag.295 ↗
62. Finite element formulation and algorithms for unsaturated soils. Part II: Verification and application10.1002/nag.296 ↗
63. Unsaturated soils: From constitutive modelling to numerical algorithms10.1016/j.compgeo.2008.08.011 ↗
64. Parameter identification for Cam-clay model in partial loading model tests using the particle filter10.1016/j.sandf.2012.02.006 ↗
65. Experimental investigations on the stress variables governing unsaturated soil behavior at medium to high degrees of saturation. Experimental Evidence and Theoretical Approaches in Unsaturated Soils
66. An experimental investigation on the independent isotropic stress variables for unsaturated soils10.1680/geot.2000.50.3.275 ↗
67. Modelling and validation of the thermal–hydraulic–mechanical and geochemical behaviour of the clay barrier
68. Behaviour of a bentonite barrier in the laboratory: Experimental results up to 8years and numerical simulation10.1016/j.pce.2008.10.055 ↗
69. Basal spacings of smectite in compacted bentonite10.1016/j.clay.2012.05.010 ↗
70. A coupled anisotropic damage model for the inelastic response of composite materials10.1016/S0045-7825(99)00218-2 ↗
71. Long-term effect of water chemistry on the swelling pressure of a bentonite-based material10.1016/j.clay.2013.10.025 ↗
72. Coupling of hydraulic hysteresis and stress–strain behaviour in unsaturated soils10.1680/geot.2003.53.1.41 ↗
73. Modification of thermo-elasto-viscoplastic model for soft rock and its application to THM analysis of heating tests10.1016/j.sandf.2014.02.009 ↗
74. Effect of water content and structural anisotropy on mechanical property of claystone10.1016/j.clay.2012.09.024 ↗
75. Model evaluation of geochemically induced swelling/shrinkage in argillaceous formations for nuclear waste disposal10.1016/j.clay.2014.05.019 ↗