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Parametric study on push-up loading of sand plug in open-ended pipe pile using DEM
http://hdl.handle.net/2297/12391
http://hdl.handle.net/2297/1239169b5eea1-9c80-4a9f-b640-7a74ca518a57
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
TE-PR-MATSUMOTO-T-253.pdf (320.6 kB)
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| Item type | 会議発表論文 / Conference Paper(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2017-10-03 | |||||
| タイトル | ||||||
| タイトル | Parametric study on push-up loading of sand plug in open-ended pipe pile using DEM | |||||
| 言語 | ||||||
| 言語 | eng | |||||
| 資源タイプ | ||||||
| 資源タイプ識別子 | http://purl.org/coar/resource_type/c_5794 | |||||
| 資源タイプ | conference paper | |||||
| 著者 |
Shintani, T.
× Shintani, T.× Matsumoto, Tatsunori× Kitiyodom, P.× Kawano, H.× Haneda, K. |
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| 提供者所属 | ||||||
| 内容記述タイプ | Other | |||||
| 内容記述 | 金沢大学理工研究域環境デザイン学系 | |||||
| 書誌情報 |
Proceedings of the International Symposium on Geomechanics and Geotechnics of Particulate Media - Geomechanics and Geotechnics of Particulate Media p. 253-259, 発行日 2006-01-01 |
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| 出版者 | ||||||
| 出版者 | Taylor & Francis | |||||
| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | The bearing capacity of an open-ended pipe pile consists of outer shaft resistance, toe resistance and soil plug resistance (inner shaft resistance). The soil plug capacity is thought to be largely controlled by height and stress states of soil plug that is formed inside the pile during installation process. However, these aspects have not been fully clarified. In this paper, parametric study on push-up loading of soil plug was carried out using three-dimensional discrete element method for the first step to investigate the bearing mechanism of open-ended pipe pile. Influence of dilatancy of sand and the soil plug height was focused. © 2006 Taylor & Francis Group. | |||||
| 著者版フラグ | ||||||
| 出版タイプ | AM | |||||
| 出版タイプResource | http://purl.org/coar/version/c_ab4af688f83e57aa | |||||
