海洋開発論文集
Online ISSN : 1884-8265
Print ISSN : 0912-7348
ISSN-L : 0912-7348
もたれ式護岸の安定性に関する一検討
松永 康司野村 直道鬼童 孝水谷 享二荒木 達也西井 康浩
著者情報
ジャーナル フリー

2008 年 24 巻 p. 489-493

詳細
抄録

In order to confirm the effects on stability of structure and external force acting on the leaning type retaining wall, this sensitivity analysis is conducted. As a result of the analysis, a backwash, which is traditionally not considered as an active element, actually has a considerable impact on the leaning type retaining wall. Therefore, we have been measuring the wave forces and we also have found out the mechanism of destruction acting on the new type retaining wall by the hydraulic model experiments. This new type retaining wall will bring better results on Hiroshima harbor development plan.

著者関連情報
© 社団法人 土木学会
前の記事 次の記事
feedback
Top