Coupled Thermo-Hydro-Mechanical Modeling of Saturated Boom Clay
Coupled Thermo-Hydro-Mechanical Modeling of Saturated Boom Clay
复制标题
饱和繁荣粘土的热-水-机械耦合建模
DOI:
10.1061/9780784482827.038
复制
发表时间:
2020
期刊:
影响因子:
--
通讯作者:
Ghasemi-Fare, Omid
中科院分区:
文献类型:
--
作者:
Tamizdoust, Mohammadreza Mir;Ghasemi-Fare, Omid
Temperature variations in low permeable soil (e.g. clay) induce pore pressure, which is known as thermal pressurization. Previous research showed that thermal pressurization highly depends on thermal pressurization coefficient. This coefficient depends on the soil type and changes with temperature due to temperature dependency of thermal expansion coefficient of water. Thermal pressurization is often investigated through thermo-hydro-mechanical (THM) numerical modeling. THM process, with respect to thermal loading, has been examined in the literature to justify the field observations by incorporating advanced thermo-mechanical constitutive models. However, result of numerical simulations using advanced thermo-elastoplastic models still show some discrepancies with experimental and field observations. In this study, the assessment of thermal pressurization in Boom clay is scrutinized through employing a relatively simple while practical thermo-poroelastic finite element model with careful consideration of the temperature-dependent thermal, hydraulic, and mechanical properties of the medium and saturating fluid (i.e. water). The numerical model is carried out using COMSOL Multiphysics and the results of the numerical simulations are compared and validated with the ATLAS project, a large-scale experimental facility in Belgium. The results confirm that thermal and hydraulic coupling parameters are the key factors to change thermal pressurization.
影响因子:
5.3
作者:
Mohammadreza Mir Tamizdoust;Omid Ghasemi-Fare
通讯作者:
Mohammadreza Mir Tamizdoust;Omid Ghasemi-Fare
DOI:
--
发表时间:
1996
期刊:
影响因子:
--
作者:
F. Bernier;B. Neerdael
通讯作者:
B. Neerdael
DOI:
--
发表时间:
2016
期刊:
影响因子:
--
作者:
Omid Ghasemi;P. Basu
通讯作者:
P. Basu