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  1. 1100 学部・機構・専門職大学院
  2. 理工系学部
  3. 環境都市工学部
  4. 学会発表資料

Simulation analysis of excavation of shallow tunnel in multilayered ground by DEM

http://hdl.handle.net/10112/5744
http://hdl.handle.net/10112/5744
4abcc1b7-7353-4b9c-8d34-6308b390d2ee
名前 / ファイル ライセンス アクション
KU-1100-20090907-08.pdf KU-1100-20090907-08.pdf (627.4 kB)
Item type 会議発表論文 / Conference Paper(1)
公開日 2011-12-12
タイトル
タイトル Simulation analysis of excavation of shallow tunnel in multilayered ground by DEM
言語 en
言語
言語 eng
資源タイプ
資源タイプ識別子 http://purl.org/coar/resource_type/c_5794
資源タイプ conference paper
著者 Ise, Kentaro

× Ise, Kentaro

WEKO 24737

en Ise, Kentaro

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楠見, 晴重

× 楠見, 晴重

WEKO 34799
e-Rad 70158880

en Kusumi, Harushige

ja 楠見, 晴重

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著者別名
識別子Scheme WEKO
識別子 24739
姓名 伊世, 健太郎
概要
内容記述タイプ Other
内容記述 The collapse accident of shallow tunnel occurred under construction in Japan, and landslides of the volume of about 6,700 m3 flowed into the tunnel. Geology of the collapse location is composed of 5 layers, and the upper side of the tunnel is used as field of rice. It is supposed that factors of this collapse accident were low earth covering, distribution of sandy soil layer and cohesive soil layer that are low-stiffness, and so on. However, its details are not clarified. In this paper, we try to clarify the mechanism of this collapse in modeling of ground composed of 5 layers using two dimensional DEM. In this analysis method, value of physical properties of simulation object is controlled by interparticle parameters. Then, in advance of simulation of excavation, we tried the simulation analysis of biaxial compression test by DEM, and examined the parameters that are expressible of the simulation object. Using this analytical condition, we tried to simulate excavation of the shallow tunnel, and to examine the differences of ground behavior by geological structures. As the result of this analysis, it is recognized that subsidence of ground surface is inhibited by improving the layers of low-stiffness.
書誌情報 Proceeding of EIT-JSCE Joint International Symposium 2009

発行日 2009-09-07
著者版フラグ
出版タイプ VoR
出版タイプResource http://purl.org/coar/version/c_970fb48d4fbd8a85
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