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  1. SSMSパブリケーション
  2. Vol.02

Finite Element Analysis for Evaluation of Slope Stability Induced by Cutting

http://hdl.handle.net/10173/1602
http://hdl.handle.net/10173/1602
a3b97e19-c8fb-4363-9f5c-f2e172ccef51
名前 / ファイル ライセンス アクション
SMS06-118.pdf SMS06-118.pdf (3.2 MB)
Item type 会議発表論文 / Conference Paper(1)
公開日 2018-02-06
タイトル
タイトル Finite Element Analysis for Evaluation of Slope Stability Induced by Cutting
言語
言語 eng
キーワード
主題Scheme Other
主題 Slope stability
キーワード
主題Scheme Other
主題 Finite element analysis
キーワード
主題Scheme Other
主題 In-site investigation
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 Sakai, Toshinori

× Sakai, Toshinori

Sakai, Toshinori

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Tanaka, Tadatsugu

× Tanaka, Tadatsugu

Tanaka, Tadatsugu

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抄録
内容記述タイプ Abstract
内容記述 This paper concerned an evaluation of stability condition of slope. A slope stability induced by cutting was evaluated by a finite element analysis. The finite element analysis employed a constitutive model in which non-associated strain hardening-softening elasto-plastic material was assumed. In-site investigation was done by an inclinometer for the boreholes. For defining the soil stratum, a new data processing system was applied in this paper to generate a soil ground model, using many boring data. Soil samples were taken and subjected to geotechnical laboratory tests. A triaxial compression test ( <CU>^^^- ) was performed to determine the shear strength. The numerical analysis did not consider the pore pressure, because no ground water was appeared in that area. The deformation obtained by the numerical analysis was close to the results of inclinometer of borehole observed by in-site investigation. The finite element analysis was able to predict the estimation of the slope stability induced by cutting.
書誌情報 Society for Social Management Systems Internet Journal

巻 2, 号 1, 発行日 2006-03
ISSN
収録物識別子タイプ ISSN
収録物識別子 2432-552X
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
出版者
出版者 Society for Social Management Systems
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