Journal of MMIJ
Online ISSN : 1884-0450
Print ISSN : 1881-6118
ISSN-L : 1881-6118
論文
不規則形状粒子を用いた個別要素法による砂の高拘束圧下力学試験のシミュレーション
–メタンハイドレート開発時における坑井の安定性に関する基礎的研究( 第3報) –
片桐 淳米田 純宮崎 晋行覺本 真代天満 則夫青木 一男
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ジャーナル フリー

2014 年 130 巻 5 号 p. 138-145

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This paper describes an image-based discrete element method (image-based DEM) simulation using irregularlyshaped grains under high confining stress. A series of one-dimensional compression simulations using specimens with various spring constants was performed to optimize the spring constant. As a result, a compression curve of specimen with 105 N/m spring constant was in good agreement with that obtained in past experiment within about 20MPa normal compression stress where the effect of grain crushing is thought to be still small. Since the imagebased DEM cannot express the rearrangement of small grains due to grain crushing, the compression curves of specimen disagreed with that of the experiment after 20MPa normal compression stress. Triaxial compressive properties (e.g., stress-strain relation, dilation curve and relation between angle of shear resistance and confining stress) in the image-based DEM simulations under high confining stress using specimen with 105 N/m spring constant were in good accordance with those of past experiments. Additionally the friction behavior of an interface between soil and rough surface structure was analyzed by the image-based DEM. The relation between friction angle and confining stress obtained in the simulations was almost identical to that obtained in past tests conducted by pushing out a steel rod embedded in sand.

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© 2014 The Mining and Materials Processing Institute of Japan
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