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- Naito Naoto
- 名古屋工業大学大学院 社会工学専攻
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- Maeda Kenichi
- 名古屋工業大学 社会工学科
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- Tanaka Keita
- 名古屋工業大学大学院 社会工学専攻
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- Ushiwatari Yuji
- 構研エンジニアリング 防災施設部
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- Suzuki Kentaro
- 構研エンジニアリング 防災施設部
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- Kawase Ryoji
- 構研エンジニアリング
Bibliographic Information
- Other Title
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- 個別要素法を用いた岩塊及び岩塊群の到達距離に関する数値解析的検討
- コベツ ヨウソホウ オ モチイタ ガンカイ オヨビ ガンカイグン ノ トウタツ キョリ ニ カンスル スウチ カイセキテキ ケントウ
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Description
To investigate the effects of slope angle and shape on reaching distance of a rock and rock group, the present study conducted two-dimensional discrete element simulation. The results are summarized as follows. The velocity ratio of a rock does not depend on the slope angle and shape, but it depends on the incident angle of a rock. In the case of the simulation of a rock, the reaching distance peak in about 30 - 50 degrees. And the relationship between slope angle and rock velocities at foot of slope obtained by DEM simulation in the case of straight slope shows good agreement with the calculation results using formula described in RockFall Countermeasures Manual. In the case of the simulation of rock group, the reaching distance peak in about 60 degrees.
Journal
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- Journal of Structural Engineering, A
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Journal of Structural Engineering, A 63A (0), 1107-1120, 2017
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390001288037562752
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- NII Article ID
- 130007395117
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- NII Book ID
- AA12210243
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- ISSN
- 18816614
- 1881820X
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- NDL BIB ID
- 028110487
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- CiNii Articles
- KAKEN
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- Abstract License Flag
- Disallowed