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杭を有する補強土壁の動的遠心模型実験
http://hdl.handle.net/10110/00018260
http://hdl.handle.net/10110/00018260fedf96e8-1ff8-49df-a86c-e7fd0f484231
名前 / ファイル | ライセンス | アクション |
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GeosyntheticsEngJ_24_257to262_Hara (877.1 kB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2018-03-03 | |||||
タイトル | ||||||
タイトル | 杭を有する補強土壁の動的遠心模型実験 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | DYNAMIC CENTRIFUGE MODEL TEST ON PILED GEO-WALL | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 杭 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 補強土壁 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 地震 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 遠心模型実験 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 杭 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 補強土壁 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 地震 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 遠心模型実験 | |||||
資源タイプ | ||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||
資源タイプ | journal article | |||||
著者 |
原, 隆史
× 原, 隆史× 辻, 慎一朗× 八嶋, 厚× 竜田, 尚希 |
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著者別名 | ||||||
姓名 | Hara, Takashi | |||||
著者別名 | ||||||
姓名 | Tsuji, Shinichiro | |||||
著者別名 | ||||||
姓名 | Yajima, Atsushi | |||||
著者別名 | ||||||
姓名 | Tatta, Naoki | |||||
その他(別言語等)のタイトル | ||||||
その他のタイトル | DYNAMIC CENTRIFUGE MODEL TEST ON PILED GEO-WALL | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | これまで補強土は直接基礎で構築され,補強土の水平抵抗は直接基礎底面で負担しており,杭基礎の適用は検討されてこなかった.このため,地震力や土圧などの大きな水平力を受ける補強土擁壁の底面は大きな幅が必要となり,その適用は構築スペースの確保が可能な現場に限定され,特に斜面上など,構築スペースの確保が困難な場合には,合理的な補強土が適用できずにいた.そこで本論文では,大きな靭性を持つ補強土とたわみ性に富む鋼杭を一体化させた,杭を有する補強土の適用を提案する.ここでは,動的遠心模型実験と数値解析により杭と補強土の動的相互作用を解明し,斜面上の盛土の耐震対策への適用性を検討する. | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | This paper proposes a new application of pile foundation to reinforced soil structure by geogrid, in order to improve horizontal resistance of the structure. In this study, the effectiveness of the application and dynamic interaction between pile and reinforced soil structure were confirmed from the results of a dynamic centrifuge model test (25G), and a design method of the reinforced soil structure with using piles (Piled Geo-wall) was proposed through the numerical simulation of the experiment by using two dimensional dynamic FEM analysis. | |||||
引用 | ||||||
内容記述タイプ | Other | |||||
内容記述 | ジオシンセティックス論文集 24, 257-262.(2009) | |||||
書誌情報 |
ジオシンセティックス論文集 en : Proceedings of geosynthetics symposium 巻 24, p. 257-262, 発行日 2009 |
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ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 1344-6193 | |||||
DOI | ||||||
関連タイプ | isIdenticalTo | |||||
識別子タイプ | DOI | |||||
関連識別子 | 10.5030/jcigsjournal.24.257 | |||||
フォーマット | ||||||
内容記述タイプ | Other | |||||
内容記述 | application/pdf | |||||
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 | |||||
論文ID(NAID) | ||||||
関連タイプ | isIdenticalTo | |||||
識別子タイプ | NAID | |||||
関連識別子 | 130000157263 | |||||
出版者 | ||||||
出版者 | 国際ジオシンセティックス学会日本支部 | |||||
出版者 | ||||||
出版者 | Japan Chapter of International Geosynthetics Society | |||||
資源タイプ(DSpace) | ||||||
内容記述タイプ | Other | |||||
内容記述 | Article |