書誌事項
- タイトル別名
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- VALIDITY OF ULTIMATE STRENGTH EVALUATION METHOD AND APPLICATION RANGE OF SIMPLIFIED ANALYTICAL MODEL ON REINFORCED CONCRETE PILE AND DRY SAND INTERACTION SYSTEM
抄録
<p>This paper investigated the highly nonlinear behavior of soil–pile interaction system. 1:50 scale reinforced concrete (RC) piles were used for the centrifuge tests. Six models with soil density, pile diameter, reinforcement ratio, and axial force ratio of the piles as variables were tested by static horizontal loading. The ultimate state of the interaction system was brought about by the flexural or shear failure of the RC pile. The maximum strength could be estimated using existing design formulas. The proposed simple analytical model using beam and spring elements reproduced the test results with good accuracy.</p>
収録刊行物
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- 日本建築学会構造系論文集
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日本建築学会構造系論文集 89 (818), 395-406, 2024-04-01
日本建築学会
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詳細情報 詳細情報について
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- CRID
- 1390018198841437184
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- ISSN
- 18818153
- 13404202
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- Crossref
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- 抄録ライセンスフラグ
- 使用不可