土木学会論文集A2(応用力学)
Online ISSN : 2185-4661
ISSN-L : 2185-4661
応用力学論文集Vol.15(特集)
既存亀裂を考慮した粒状体個別要素法によるHLW処分坑道の力学挙動解析
清水 浩之小山 倫史千々松 正和藤田 朝雄中間 茂雄
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2012 年 68 巻 2 号 p. I_477-I_486

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In this paper, the coupled thermal-mechanical processes in the Äspö pillar stability experiments (APSE) were simulated using Distinct Element Method (DEM). By considering pre-existing cracks in the rock model, mechanical response of the rock during excavation phase and heating phase were successfully represented by DEM. Simulation results agree qualitatively well with the experimental results. However, the microcracks in the simulation were widely distributed around the heater and exfoliation of rock surfaces observed in the in-situ experiment was not formed accurately. To simulate more realistically the experimental results by the DEM models, the calibration of the microscopic parameters considering the model scale should be done. Moreover, more detailed discussion on the excavation damaged zone around the borehole and the distribution of pre-existing cracks are required.
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© 2012 公益社団法人 土木学会
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