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地震による降雨浸透特性変化が盛土の降雨時安定性に及ぼす影響に関する解析的考察
https://kitami-it.repo.nii.ac.jp/records/7908
https://kitami-it.repo.nii.ac.jp/records/790849c1b5ee-d05e-4e73-be6a-24fdeb2dc9e3
名前 / ファイル | ライセンス | アクション |
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Item type | 会議発表論文 / Conference Paper(1) | |||||
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公開日 | 2015-08-20 | |||||
タイトル | ||||||
言語 | ja | |||||
タイトル | 地震による降雨浸透特性変化が盛土の降雨時安定性に及ぼす影響に関する解析的考察 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | Analytical consideration for Effect of Earthquake-induced change of Rainfall infiltration characteristics on Embankment stability against rainfall | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
言語 | ja | |||||
主題Scheme | Other | |||||
主題 | せん断帯 | |||||
キーワード | ||||||
言語 | ja | |||||
主題Scheme | Other | |||||
主題 | サクション | |||||
キーワード | ||||||
言語 | ja | |||||
主題Scheme | Other | |||||
主題 | 降雨浸透特性 | |||||
キーワード | ||||||
言語 | ja | |||||
主題Scheme | Other | |||||
主題 | 盛土 | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | shear band | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | suction | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | rainfall infiltration characteristics | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | embankment | |||||
資源タイプ | ||||||
資源 | http://purl.org/coar/resource_type/c_5794 | |||||
タイプ | conference paper | |||||
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 | Analytical consideration for Effect of Earthquake-induced change of Rainfall infiltration characteristics on Embankment stability against rainfall | |||||
著者 |
川尻, 峻三
× 川尻, 峻三× 布川, 修× 太田, 直之× 杉山, 友康× KAWAJIRI, Shunzo× NUNOKAWA, Osamu× Ohta, Naoyuki× SUGIYAMA, Tomoyasu |
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抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | This study aims at clarifying rainfall infiltration behavior of embankment caused by earthquake-induced change of rainfall infiltration characteristics. In this paper, three study points was investigated by numerical analysis; 1) a value of suction and coefficient of permeability at the shear band, 2) height of embankment, 3) length of shear band. Analysis results showed that; three study points are important for evaluating the rainfall stability of damaged embankment. |
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書誌情報 |
第57回地盤工学シンポジウム論文集 発行日 2012-12 |
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著者版フラグ | ||||||
値 | publisher | |||||
出版者 | ||||||
出版者 | 公益社団法人地盤工学会 |