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- 藤田 壽雄
- 砂防・地すべり技術センター
書誌事項
- タイトル別名
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- Slope Stability Analysis and Prevention Work Planning by FEM.
抄録
The limit equilibrium method has been used for the stability calculation of landslide submerged by reservoir water. However, it is difficult to evaluate the relationship between sliding distance and porewater pressure. The slope stability calculatioh by F. E. M. combined with joint element is studied to clarify the strain and stress condition along the slip surface, and also to analize the stress of steel pile and anchor works constructed in landslide area. In this paper, the claculation procedure by F. E. M. is discussed.
収録刊行物
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- 地すべり
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地すべり 27 (1), 19-26, 1990
公益社団法人 日本地すべり学会
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詳細情報
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- CRID
- 1390282679521934080
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- NII論文ID
- 130001009139
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- ISSN
- 18843956
- 02852926
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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
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可