書誌事項
- タイトル別名
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- STUDY ON BEARING CAPACITY OF NODULAR CYLINDER PILE BY SCALED MODEL TEST
- モケイ ジッケン ニ ヨル フシツキ エントウ クイ ノ シジリョク トクセイ
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抄録
This paper describes results of scaled model test for bearing capacity of nodular cylinder pile as compared to non-nodular cylinder pile. Model piles on the scale of one-fifth are tested for penetration in sand pressured by the vertical and horizontal stresses. The movement of sand around the pile is observed by X-ray photograph. The test results are summarized as follows. (1) The lowest nodule part of a pile works in the same way as the pile tip. Other nodule parts also work similarly to the pile tip in small settlement. But in large settlement, a cylindric slip surface with diameter larger than the nodule is formed around the pile. (2) The point bearing capacity of a nodular pile is 75 percent of the capacity of a non-nodular pile. (3) The shaft capacity of a nodular pile is about 2.5 times as much as that of a non-nodular pile. The shaft capacity of a nodular pile is about twice as much as shear resistance of cylindric slip surface.
収録刊行物
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- 日本建築学会構造系論文報告集
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日本建築学会構造系論文報告集 374 (0), 87-97, 1987
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
- 1390282680582414080
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- NII論文ID
- 110004084441
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- NII書誌ID
- AN10040177
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- ISSN
- 24330000
- 09108025
- http://id.crossref.org/issn/09108025
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- NDL書誌ID
- 3128192
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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
- NDL
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可