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  1. H210 減災連携研究センター
  2. H210a 雑誌掲載論文
  3. 学術雑誌

Verification of a macro-element method in the numerical simulation of the pore water pressure dissipation method – A case study on a liquefaction countermeasure with vertical drains under an embankment

http://hdl.handle.net/2237/27025
http://hdl.handle.net/2237/27025
01336d99-7d7a-4872-8e56-682c30a4f5b4
名前 / ファイル ライセンス アクション
SANDF-D-16-00127R2.pdf SANDF-D-16-00127R2.pdf ファイル公開:2019/06/01 (3.9 MB)
Item type 学術雑誌論文 / Journal Article(1)
公開日 2017-10-06
タイトル
タイトル Verification of a macro-element method in the numerical simulation of the pore water pressure dissipation method – A case study on a liquefaction countermeasure with vertical drains under an embankment
言語 en
著者 Nonaka, Toshihiro

× Nonaka, Toshihiro

WEKO 73752

en Nonaka, Toshihiro

Search repository
Yamada, Shotaro

× Yamada, Shotaro

WEKO 73753

en Yamada, Shotaro

Search repository
Noda, Toshihiro

× Noda, Toshihiro

WEKO 73754

en Noda, Toshihiro

Search repository
アクセス権
アクセス権 open access
アクセス権URI http://purl.org/coar/access_right/c_abf2
権利
言語 en
権利情報 © 2017. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/
キーワード
主題Scheme Other
主題 Macro-element method
キーワード
主題Scheme Other
主題 Pore water pressure dissipation method
キーワード
主題Scheme Other
主題 Soil-water coupled analysis
キーワード
主題Scheme Other
主題 Liquefaction countermeasure
抄録
内容記述 In the simulation of the vertical drain method using a soil-water coupled finite element analysis, a macro-element method has often been used as an approximate method to introduce the water absorption functions of drains into individual elements. In order to extend the function of this method, the authors modified the formula of the flow coefficient from soil to drains and introduced the discharge function of vertical drains to the method by treating the water pressure in the drains as an unknown and adding a continuity equation for the drains to the governing equations. The first attempt made it possible to divide a finite element mesh independently of the drain arrangement and the drain spacing, and the second attempt enabled the well resistance to be automatically generated by a series of calculations depending on the given conditions. Furthermore, although the macro-element method has been applied to quasi-static problems in most cases, the authors applied the expanded one to dynamic problems by equipping it with the soil-water coupled finite deformation analysis code GEOASIA with the inertial term. In this paper, in order to verify the new macro-element method in a dynamic problem, the results of a 2D approximate model using the new macro-element method were compared with those of a 3D exact model where vertical drains were exactly represented by finely dividing the finite element mesh in the case of a sand ground improved by the pore water pressure dissipation method under the embankment. The findings of this study are as follows: (1) 2D mesh-based analyses under plane strain conditions, using the new macro-element method, can accurately approximate 3D mesh-based analyses with a fine mesh in dynamic problems in terms of changes in the excess pore water pressure and ground deformation; (2) the new macro-element method can adequately evaluate the influence of drain spacing on a countermeasure for liquefaction in the quantitative sense, while using a single mesh; and (3) the new macro-element method improves the calculation efficiency in the simulation of the pore water pressure dissipation method by laborsaving in mesh-dividing and dramatically reducing the calculation time.
言語 en
内容記述タイプ Abstract
出版者
言語 en
出版者 Elsevier
言語
言語 eng
資源タイプ
資源タイプresource http://purl.org/coar/resource_type/c_6501
タイプ journal article
出版タイプ
出版タイプ AM
出版タイプResource http://purl.org/coar/version/c_ab4af688f83e57aa
関連情報
関連タイプ isVersionOf
識別子タイプ DOI
関連識別子 https://doi.org/10.1016/j.sandf.2017.05.012
ISSN
収録物識別子タイプ PISSN
収録物識別子 0038-0806
書誌情報 Soils and Fundations

巻 57, 号 3, p. 472-487, 発行日 2017-06
著者版フラグ
値 author
URI
識別子 http://hdl.handle.net/2237/27025
識別子タイプ HDL
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