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  1. 学術雑誌掲載済論文
  2. 和雑誌

実験および解析的検討による散水時の盛土の初期変状に関する基礎的検討

https://kitami-it.repo.nii.ac.jp/records/8120
0b16fd87-9ef4-46b0-b7d3-f08bf395ee52
名前 / ファイル ライセンス アクション
2015_実験および解析的検討による散水時の盛土の初期変状に関する基礎的検討.pdf 2015_実験および解析的検討による散水時の盛土の初期変状に関する基礎的検討.pdf (1.1 MB)
Item type 学術雑誌論文 / Journal Article(1)
公開日 2016-03-23
タイトル
言語 ja
タイトル 実験および解析的検討による散水時の盛土の初期変状に関する基礎的検討
タイトル
言語 en
タイトル Basic Study on Initial Deformation of Embankment due to Rainfall by Experiment and Simulation
言語
言語 jpn
キーワード
主題Scheme Other
主題 embankment model test
キーワード
主題Scheme Other
主題 rainfall
キーワード
主題Scheme Other
主題 initial deformation
キーワード
主題Scheme Other
主題 saturated-unsaturated seepage flow
キーワード
主題Scheme Other
主題 analysis
キーワード
主題Scheme Other
主題 elasto-plastic finite element analysis
資源タイプ
資源 http://purl.org/coar/resource_type/c_6501
タイプ journal article
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
その他のタイトル
その他のタイトル Basic Study on Initial Deformation of Embankment due to Rainfall by Experiment and Simulation
著者 川尻, 峻三

× 川尻, 峻三

WEKO 42430

ja 川尻, 峻三

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布川, 修

× 布川, 修

WEKO 42431

ja 布川, 修

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西田, 幹嗣

× 西田, 幹嗣

WEKO 42432

ja 西田, 幹嗣

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太田, 直之

× 太田, 直之

WEKO 42433

ja 太田, 直之

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著者別名
姓名
姓名 KAWAJIRI, Shunzo
言語 en
著者別名
姓名
姓名 NUNOKAWA, Osamu
言語 en
著者別名
姓名
姓名 NISHIDA, Mototsugu
言語 en
著者別名
姓名
姓名 OTA, Naoyuki
言語 en
抄録
内容記述タイプ Abstract
内容記述 降雨浸透により局所的な変状や破壊が繰返し発生するような進行性破壊において,のり面の初期変状が確認された段階で適切な対策工を行った際には,その後の大規模崩壊を防止できると考えられる。このことから,進行性破壊時の初期変状発生のメカニズム解明や予測手法確立の意義は大きい。そこで本研究では,飽和・不飽和浸透流解析および弾塑性有限要素解析を用いて,模型盛土への散水時の盛土内水位上昇と進行性破壊が発生する前の初期のり面変状の再現計算を試みた。解析結果から,飽和・不飽和浸透流解析では飽和透水係数を室内透水試験で得られた値よりも大きな値に設定することで実験の再現性が良好であった。弾塑性有限要素解析では盛土内の水位上昇に伴う変形係数低下を疑似的に考慮することで,実験において確認された初期のり面変状を再現できる可能性を見出した。
This paper discussed the coefficient of permeability for prediction of water level and the deformation modulus for prediction of deformation of the model embankment. The seepage and deformation analysis is carried out on the embankment collapse test due to rainfall. As a simulation result, the value of coefficient of permeability of embankment model is larger than a coefficient of permeability by laboratory test. Deformation of embankment of model test can be simulated roughly by considering the nonlinear of deformation modulus.
書誌情報 地盤工学ジャーナル

巻 10, 号 2, p. 307-316, 発行日 2015
DOI
関連識別子
識別子タイプ DOI
関連識別子 http://doi.org/10.3208/jgs.10.307
権利
権利情報 c 2015 公益社団法人 地盤工学会
出版者
出版者 公益社団法人 地盤工学会
著者版フラグ
値 publisher
出版タイプ
出版タイプ VoR
出版タイプResource http://purl.org/coar/version/c_970fb48d4fbd8a85
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