Development of a THMC code for bentonites in COMSOL Multiphysics

被引:2
|
作者
Yustres, Angel [1 ]
Lopez-Vizcaino, Ruben [1 ]
Cabrera, Virginia [1 ]
Navarro, Vicente [1 ]
机构
[1] Univ Castilla La Mancha, Civil Engn Sch, Geoenvironm Grp, Avda Camilo Jose Cela S-N, Ciudad Real 13071, Spain
来源
4TH EUROPEAN CONFERENCE ON UNSATURATED SOILS (E-UNSAT 2020) | 2020年 / 195卷
关键词
AGGREGATE WATER-CONTENT; HYDROMECHANICAL BEHAVIOR; MODEL; SOILS;
D O I
10.1051/e3sconf/202019504002
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The proposed use of active clays for the isolation of radioactive wastes in deep geological repositories has been followed by a deeper understanding of this type of soils. This increased knowledge has led to the need for both conceptual and numerical models capable of capturing the main trends in behaviour and the different couplings between different physical-chemical phenomena. In addition, the model must have a high degree of flexibility that enables it to accommodate future developments or new relevant phenomena. This work presents a numerical THMC code developed entirely on the COMSOL Multiphysics numerical implementation platform, which provides the required adaptability. This model includes, for the first time in this environment, a reactive transport model in unsaturated porous media for a relevant geochemical system (consistent with the MX-80 bentonite) together with a THM model based on a double porosity approach. The chemical potentials of water and solutes are used for the definition of thermodynamic equilibria between both porosity levels. Trends in the behaviour of a bentonite sample under oedometric conditions are satisfactorily simulated in response to a process of saturation and change in salinity conditions. Variations in swelling pressure, porosity distribution or dissolution/precipitation of the main accessory minerals are analysed and explained by means of the proposed conceptual model.
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页数:6
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