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Numerical modeling for the coupled thermo-mechanical processes and spalling phenomena in sp Pillar Stability Experiment (APSE) 被引量:11

Numerical modeling for the coupled thermo-mechanical processes and spalling phenomena in spPillar Stability Experiment (APSE)
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摘要 In this paper, the coupled thermo-mechanical (TM) processes in the AEspoe Pillar Stability Experiment (APSE) carried out by the Swedish Nuclear Fuel and Waste Management Company (SKB) were simulated using both continuum and discontinuum based numerical methods. Two-dimensional (2D) and three- dimensional (3D) finite element method (FEM) and 2D distinct element method (DEM) with particles were used. The main objective for the large scale in situ experiment is to investigate the yielding strength of crystalline rock and the formation of the excavation disturbed/damaged zone (EDZ) during excavation of two boreholes, pressurizing of one of the boreholes and heating. For the DEM simulations, the heat flow algorithm was newly introduced into the original code. The calculated stress, displacement and temperature distributions were compared with the ones obtained from in situ measurements and FEM simulations. A parametric study for initial microcracks was also performed to reproduce the spalling phenomena observed in the APSE. In this paper, the coupled thermo-mechanical (TM) processes in the AEspoe Pillar Stability Experiment (APSE) carried out by the Swedish Nuclear Fuel and Waste Management Company (SKB) were simulated using both continuum and discontinuum based numerical methods. Two-dimensional (2D) and three- dimensional (3D) finite element method (FEM) and 2D distinct element method (DEM) with particles were used. The main objective for the large scale in situ experiment is to investigate the yielding strength of crystalline rock and the formation of the excavation disturbed/damaged zone (EDZ) during excavation of two boreholes, pressurizing of one of the boreholes and heating. For the DEM simulations, the heat flow algorithm was newly introduced into the original code. The calculated stress, displacement and temperature distributions were compared with the ones obtained from in situ measurements and FEM simulations. A parametric study for initial microcracks was also performed to reproduce the spalling phenomena observed in the APSE.
出处 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2013年第1期58-72,共15页 岩石力学与岩土工程学报(英文版)
基金 conducted within the context of the international DECOVALEX Project (DEvelopment of COupled models and their VALidation against EXperiments) financed by Japan Atomic Energy Agency (JAEA) who was also one of the Funding Organizations of the project Christer Anders-son from Swedish Nuclear Fuel and Waste Management Co.(SKB),Sweden
关键词 Coupled thermo-mechanical (TM)processesAspoe Pillar Stability Experiment (APSE)Excavation disturbed/damaged zone (EDZ)Finite element method (FEM)Distinct element method (DEM) Coupled thermo-mechanical (TM)processesAspoe Pillar Stability Experiment (APSE)Excavation disturbed/damaged zone (EDZ)Finite element method (FEM)Distinct element method (DEM)
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参考文献16

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