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補強材を併用したサンドイッチ盛土工法の1g模型実験に基づく効果判定
http://hdl.handle.net/10069/5160
http://hdl.handle.net/10069/5160884e27af-e4e1-4f6c-a4cb-5930b05609b5
名前 / ファイル | ライセンス | アクション |
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KJ00000136552.pdf (2.3 MB)
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Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2007-01-26 | |||||
タイトル | ||||||
タイトル | 補強材を併用したサンドイッチ盛土工法の1g模型実験に基づく効果判定 | |||||
言語 | ||||||
言語 | jpn | |||||
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 | departmental bulletin paper | |||||
著者 |
永嶋, 洋政
× 永嶋, 洋政× 棚橋, 由彦× 井, 英樹 他 |
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著者別名 | ||||||
姓名 | Nagashima, Hiromasa | |||||
著者別名 | ||||||
姓名 | Tanabashi, Yoshihiko | |||||
著者別名 | ||||||
姓名 | I, Hideki At Al | |||||
その他のタイトル | ||||||
その他のタイトル | Model Experiment of Sandwich Earth Fill Reinforced with Geosynthetics | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | Recently, it has been required to use high water content volcanic ash as the banking material while it has never been used for such purpose to utilzation of construction surplus soil. In case of the conventional sandwich method, the long-term stability is obtained by the increased shear strength and drainage effect. However, in case of high fills and steep gradient, it will be unstable. In this study, therefore, the deformational behaviour of the hill is experimentally observed by changing the thickness of the coarse-grained soil layers. The behavior change is observed in the cases of using the sandwich method and the reinforcement with geosynthetics. It is clarified that the method of sandwich earth fill reinforced with geosynthetics is very effective. | |||||
書誌情報 |
長崎大学工学部研究報告 en : Reports of the Faculty of Engineering, Nagasaki University 巻 31, 号 57, p. 79-84, 発行日 2001-07 |
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ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 02860902 | |||||
書誌レコードID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN00178418 | |||||
sortkey | ||||||
P00079-P00084 | ||||||
引用 | ||||||
内容記述タイプ | Other | |||||
内容記述 | 長崎大学工学部研究報告 Vol.31(57) p.79-84, 2001 |