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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 都市社会工学科
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- Yamaguchi Satoru
- (独)寒地土木研究所 寒地構造チーム
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- Konno Hisashi
- (独)寒地土木研究所 寒地構造チーム
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- Ushiwatari Yuji
- (株)構研エンジニアリング 防災施設部
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- Suzuki Kentarou
- (株)構研エンジニアリング 防災施設部
Bibliographic Information
- Other Title
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- 二次元個別要素法解析による敷砂緩衝材の衝撃力伝達メカニズム
- ニジゲン コベツ ヨウソホウ カイセキ ニ ヨル シキズナ カンショウザイ ノ ショウゲキリョク デンタツ メカニズム
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Abstract
Cushioning materials, such as sand cushion and granular mats placed on rock sheds, can effectively disperse and reduce rock fall energy before rocks collide with protection works. To elucidate the cushioning mechanism of cushioning materials, particularly sand cushion, this study examines the manner by which impact force is transmitted in a sand mat in case of different external force and sand cushion thickness. The results obtained are summarized as follows: (1) The maximum transfer impact force increases the duration of rockfall impact force; (2) changes in the ratio of transmitted impact force and rockfall impact force by external force conditions and sand cushion conditions are reflected by stress propagation behavior and the duration time of rockfall impact force.
Journal
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- Journal of Structural Engineering, A
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Journal of Structural Engineering, A 61A (0), 876-886, 2015
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390001205283273216
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- NII Article ID
- 130005439030
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- NII Book ID
- AA12210243
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- ISSN
- 18816614
- 1881820X
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- NDL BIB ID
- 026318488
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- CiNii Articles
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- Abstract License Flag
- Disallowed