The Modeling of Laboratory Experiments with COMSOL Multiphysics Using Simplified Hydromechanical Model

被引:9
|
作者
Narkuniene, Asta [1 ]
Poskas, Povilas [1 ]
Justinavicius, Darius [1 ]
机构
[1] Lithuanian Energy Inst, Nucl Engn Lab, 3 Breslaujos Str, LT-44403 Kaunas, Lithuania
关键词
calcium bentonite; block and pellets; hydration experiment; large-scale oedometer cell; hydro-mechanical modeling; COMSOL Multiphysics; MECHANICAL-BEHAVIOR; WATER-RETENTION; COMPACTED BENTONITE; GAOMIAOZI BENTONITE; BARRIER; CLAY; TEMPERATURES; EVOLUTION; FRAMEWORK; DENSITY;
D O I
10.3390/min11070754
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
Coupled physical processes will take place in a multibarrier disposal system for spent nuclear fuel and high-level radioactive waste. The knowledge of these processes (thermal, hydraulic, mechanical, chemical, microbiological, etc.) as well as the scope and scale of their interactions is fundamental for the safety assessment of a disposal facility. Numerical modeling is an important component in the process of acquiring and deepening the knowledge of coupled processes, while experimental evidence isimportant for model validation. This article will present a hydro-mechanical model developed by the Lithuanian Energy Institute (LEI) in the framework of H2020 project BEACON (Bentonite Mechanical Evolution). The non-linear elastic model developed in COMSOL Multiphysics (Burlington, MA 01803, USA) was applied to predict the swelling behavior of large-scale oedometer experiments (MGR) performed by Research Centre for Energy, Environment and Technology (CIEMAT, Spain). In these experiments on bentonite hydration at isochoric conditions, a sample was made of two layers of calcium bentonite (FEBEX type) having initially different hydro-mechanical characteristics: one layer made of pellets and the other of a compacted block. Satisfactory agreement between the modeling results and the experimental data were obtained, especially for water intake and sample saturation.
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页数:18
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