書誌事項
- タイトル別名
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- END BEARING CAPACITY AND SETTLEMENT BEHAVIOR OF ASYMMETRIC EXPANDED PILE SUBJECTED TO VERTICAL LOAD
抄録
<p>The end load-settlement relationship of piles with asymmetric bottom expansion was investigated by centrifugal model tests and three-dimensional FEM simulation analysis. In the centrifugal model tests, the pile end load-settlement relationship was equivalent to symmetrically expanded piles, even under conditions where the pile shaft was located at the edge of the expanded bottom. Simulation analysis also showed that the vertical stress distributions under the expanded bottom surface were equivalent for symmetrically and asymmetrically expanded piles up to the ultimate bearing capacity, and that there was no significant difference in settlement, confirming the experimental results.</p>
収録刊行物
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- 日本建築学会技術報告集
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日本建築学会技術報告集 30 (74), 71-76, 2024-02-20
一般社団法人 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
- 1390017732461801472
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- ISSN
- 18818188
- 13419463
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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