DSpace DSpace 日本語
 

AIT Associated Repository of Academic Resources >
A.研究報告 >
A1 愛知工業大学研究報告 >
4.愛知工業大学研究報告 (2008-) >
51号 >

Please use this identifier to cite or link to this item: http://hdl.handle.net/11133/3081

Title: 洪水時の河川堤防における盤ぶくれ現象に関する遠心模型実験
Other Titles: コウズイジ ノ カセン テイボウ ニオケル ハンブクレ ゲンショウ ニカンスル エンシン モケイ ジッケン
Centrifuge model tests on heaving phenomenon in the levee during flooding
Authors: 増田, 雄太
奥村, 哲夫
成田, 国朝
MASUDA, Yuta
OKUMURA, Tetsuo
NARITA, Kunitomo
Issue Date: 31-Mar-2016
Publisher: 愛知工業大学
Abstract: "Centrifuge model tests were made to find out the most effective installation distance of the vertical drains and to examine the influence on heaving damage of the thickness of the impermeable surface layer and the increasing rate of water level. The results revealed that the impermeable layer shows a greater expansion according as the drain distance becomes wider, which leads to higher pressure head in the layer by lowering the influence of drains. The tendency usually observed in the expansion increase of the impermeable layer with the decrease of its thickness was not confirmed in the tests. Also noticed was that the increasing rate of water level has little effects on the heaving process. It was then concluded that the heaving phenomenon is largely dependent on the drain distance and gives a significant influence on the stability of the permeable base foundation overlaid by the impermeable layer."
URI: http://hdl.handle.net/11133/3081
Appears in Collections:51号

Files in This Item:

File Description SizeFormat
紀要51号(p97-p104).pdf1.07 MBAdobe PDFView/Open

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.

 

Valid XHTML 1.0! DSpace Software Copyright © 2002-2010  Duraspace - Feedback