有限要素法による地すべりの安定解析と対策工の設計
スポンサーリンク
概要
- 論文の詳細を見る
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.
- 公益社団法人 日本地すべり学会の論文
公益社団法人 日本地すべり学会 | 論文
- 地すべり分布と地盤構造に関する古地磁気学的研究-2-南関東地域
- Noncircular slip surface analysis of the stability of slopes. An application of dynamic programming to the Janbu method.:An Application of Dynamic Programming to the Janbu Method
- 徳島県川井近傍の地すべりの地質構造規制
- Landslips on the ground water surface and its mechanism. II. Vane tests in sand and its interpretation.:Vane tests in sand and its interpretation
- タイトル無し