応用力学論文集
Online ISSN : 1884-832X
Print ISSN : 1345-9139
ISSN-L : 1345-9139
不連続変形法による砂モデルの解析と微視的な検討
張 国新李 広信杉浦 靖人長谷 川浩夫
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2000 年 3 巻 p. 481-488

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DDA (Discontinuous Deformation Analysis), a numerical method used to analyze the discontinuous media, is used to simulate the deformation mechanism of a sand model in this paper.The microscopic mechanism of deformation properties of a sand model such as elasto-plastisity, dilatancy, strain softening, hysteresis loop during unloading-reloading, volume contraction during unloading and formation of shear zone are analyzed and explained by the DDA simulation.The method that takes sand as discontinuous particles provides a powerful approach in the field of soil mechanics.

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