書誌事項
- タイトル別名
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- A unified method for designing cotter and reinforcement type piles
- クサビ クイ ホキョウ クイ ノ トウイツ セッケイホウ
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抄録
In this paper, a new formulation of pile design is proposed, in which equilibrium of force and moment of a landslide mass including the pile to prevent landslide are considered. The method for evaluating slope stability basically follows that of Janbu in this formulation.<BR>In order to make the equations of equilibrium statically determinate, it was assumed that the internal force between the adjacent slices should be minimized at equilibrium.<BR>The distributed force was adopted as normal force acting on the slip surface, and therefore the point of application of force can be easily calculated.<BR>The derived formula can be applied to both cotter and reinforcement type piles and has no restriction as to the length of the pile in the design.
収録刊行物
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- 地すべり
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地すべり 33 (3), 25-31_1, 1996
公益社団法人 日本地すべり学会
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詳細情報 詳細情報について
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- CRID
- 1390282679521984384
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- NII論文ID
- 10013870290
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- NII書誌ID
- AN00332562
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- ISSN
- 18843956
- 02852926
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- NDL書誌ID
- 6736881
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- データソース種別
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- JaLC
- NDL
- Crossref
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- 抄録ライセンスフラグ
- 使用不可