書誌事項
- タイトル別名
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- A full-scale falling-weight impact test on impact resistant behavior of arch-type RC entrance of tunnel with sand cushion
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説明
In order to investigate the absorbing effects and/or impact resistant performance on arch-type RC entrance of tunnel with a sand cushion, falling-weight impact tests were conducted taking thickness of sand cushion and location of falling point for heavy-weight as variables. From these studies, the following results were obtained: 1) Punching shear failure occurred around arch crown may be restrained by applying sand cushion; and 2) Taking the standard thickness of sand cushion specified by Japanese guideline, impact resistant performance of arch-type RC structure can be improved more than 10 times referring to that of the structure without sand cushion.
収録刊行物
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- 構造工学論文集 A
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構造工学論文集 A 55A 1313-1326, 2009
公益社団法人 土木学会
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詳細情報 詳細情報について
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- CRID
- 1390001205283815936
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- NII論文ID
- 130004950414
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- NII書誌ID
- AA12210243
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- ISSN
- 1881820X
- 18816614
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- HANDLE
- 10258/911
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- データソース種別
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- JaLC
- IRDB
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可