ログイン
言語:

WEKO3

  • トップ
  • ランキング
To
lat lon distance
To

Field does not validate



インデックスリンク

インデックスツリー

メールアドレスを入力してください。

WEKO

One fine body…

WEKO

One fine body…

アイテム

  1. 1100 学部・機構・専門職大学院
  2. 理工系学部
  3. 環境都市工学部
  4. 学会発表資料

Reinforcement mechanism of slope stability method with no cutting trees

http://hdl.handle.net/10112/5741
http://hdl.handle.net/10112/5741
ce3a81be-d7f7-4d86-b523-99a2bc6f2ba4
名前 / ファイル ライセンス アクション
KU-1100-20080900-02(2).pdf KU-1100-20080900-02(2).pdf (568.2 kB)
Item type 会議発表論文 / Conference Paper(1)
公開日 2011-12-12
タイトル
タイトル Reinforcement mechanism of slope stability method with no cutting trees
言語 en
言語
言語 eng
資源タイプ
資源タイプ識別子 http://purl.org/coar/resource_type/c_5794
資源タイプ conference paper
著者 Chikata, Yuki

× Chikata, Yuki

WEKO 24765

en Chikata, Yuki

Search repository
楠見, 晴重

× 楠見, 晴重

WEKO 34799
e-Rad 70158880

en Kusumi, Harushige

ja 楠見, 晴重

Search repository
Teraoka, Katsumi

× Teraoka, Katsumi

WEKO 24767

en Teraoka, Katsumi

Search repository
著者別名
識別子Scheme WEKO
識別子 24768
姓名 近田, 勇樹
著者別名
識別子Scheme WEKO
識別子 24770
姓名 寺岡, 克己
概要
内容記述タイプ Other
内容記述 The study in this paper is the slope stability. Although many slopes are prone to collapse, countermeasures against slop failures have not been progressed yet in Japan. Most slope protection methods were to cover shotcrete on the slope in 1960’s. However, the slope covered shotcrete have been deteriorating. Therefore, the slope failures frequently occur due to the natural disaster such as heavy rainfall and earthquake. It is important to develop an effective slope stability method. Moreover, it is necessary to consider environmental problems such as global warming. A new slope stability method to maintain natural environment on slopes is suggested in this paper. The method has advantage of the cost and construction. The rock bolts, the pressure plates and the unit nets as reinforcement are used in the method. The model shear test was conducted. The test sample is one collected from a slope. The experimental conditions on water content and the content for clay fraction were changed for each case. The objective of this study is to evaluate quantitatively the influence of ground physical properties on the reinforcement mechanism.
書誌情報 Proceeding of EIT-JSCE Joint International Symposium in Bangkok

発行日 2008-09
著者版フラグ
出版タイプ VoR
出版タイプResource http://purl.org/coar/version/c_970fb48d4fbd8a85
戻る
0
views
See details
Views

Versions

Ver.1 2023-05-15 19:18:09.746397
Show All versions

Share

Mendeley Twitter Facebook Print Addthis

Cite as

エクスポート

OAI-PMH
  • OAI-PMH JPCOAR 2.0
  • OAI-PMH JPCOAR 1.0
  • OAI-PMH DublinCore
  • OAI-PMH DDI
Other Formats
  • JSON
  • BIBTEX

Confirm


Powered by WEKO3


Powered by WEKO3