INVESTIGATION ON THE EFFECTIVENESS OF STEEL ANCHOR PLATE-REINFORCED EMBANKMENT ON SOFT GROUND
-
- Gotoh Masaaki
- JAPAN SOCIETY OF CIVIL ENGINEERS
-
- Ohnishi Yuzo
- JAPAN SOCIETY OF CIVIL ENGINEERS
-
- Tsukada Yukihiro
- JAPAN SOCIETY OF CIVIL ENGINEERS
-
- Nagao Hideo
- 本州四国連絡橋公団 第二管理局早島管理事務所
-
- Mizumoto Kunio
- JAPAN SOCIETY OF CIVIL ENGINEERS
Bibliographic Information
- Other Title
-
- プレート付アンカー鉄筋の盛土補強効果の簡易手法による予測ならびに軟弱地盤上の実盛土による検証
- プレート ツキ アンカー テッキン ノ モリド ホキョウ コウカ ノ カンイ シュホウ ニ ヨル ヨソク ナラビニ ナンジャク ジバン ジョウ ノ ジツ モリド ニ ヨル ケンショウ
Search this article
Abstract
Using a model embankment, finite element analyses based on initial stress method and using comparatively simple input parameters have been performed to investigate the effectiveness of steel anchor plates installed within embankments built over soft ground. This paper presents the results of the analyses made considering steel anchors placed in three layers within a test embankment. The effects with or without such steel anchors as well as the number of layers installed on the magnitude of stresses on steel anchors, the lateral movement and the stability of the embankment were analyzed using finite element method. The results showed that steel anchors not only restrained the lateral movement of the embankment but also increased its stability. Moreover, it was also observed that placing the steel anchors either in two layers or in three layers have the same effects on the embankment.
Journal
-
- Doboku Gakkai Ronbunshu
-
Doboku Gakkai Ronbunshu 1998 (609), 137-150, 1998-12-20
Japan Society of Civil Engineers
- Tweet
Keywords
Details 詳細情報について
-
- CRID
- 1390001205308775168
-
- NII Article ID
- 10003277189
-
- NII Book ID
- AN10014020
-
- ISSN
- 18827187
- 02897806
-
- NDL BIB ID
- 105924
-
- Data Source
-
- JaLC
- NDL
- Crossref
- CiNii Articles
-
- Abstract License Flag
- Disallowed