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〈研究論文〉ジオポリマー土質材料の圧縮強さ特性に関する基礎的研究
https://kindai.repo.nii.ac.jp/records/20749
https://kindai.repo.nii.ac.jp/records/20749628a2e2b-92a2-4748-a967-0646b54331a3
名前 / ファイル | ライセンス | アクション |
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Item type | ☆紀要論文 / Departmental Bulletin Paper(1) | |||||||||
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公開日 | 2020-03-13 | |||||||||
タイトル | ||||||||||
タイトル | 〈研究論文〉ジオポリマー土質材料の圧縮強さ特性に関する基礎的研究 | |||||||||
タイトル | ||||||||||
タイトル | 〈Original Papers〉Study on Compressive Strength Characteristics for Geopolymer Soil materials | |||||||||
言語 | en | |||||||||
著者 |
寺井, 雅和
× 寺井, 雅和
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言語 | ||||||||||
言語 | jpn | |||||||||
キーワード | ||||||||||
主題 | Geopolymer, Fly Ash, Blast Furnace Slag Fine Powder, Soil, Strength, Curing Method | |||||||||
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(英) | ||||||||||
en | ||||||||||
TERAI,Masakazu | ||||||||||
著者 所属 | ||||||||||
近畿大学工学部建築学科 | ||||||||||
著者所属(翻訳) | ||||||||||
Department of Architecture, Faculty of Engineering, Kindai University | ||||||||||
版 | ||||||||||
出版タイプ | NA | |||||||||
出版タイプResource | http://purl.org/coar/version/c_be7fb7dd8ff6fe43 | |||||||||
出版者 名前 | ||||||||||
出版者 | 近畿大学工学部 | |||||||||
書誌情報 |
近畿大学工学部研究報告 en : Research reports of the Faculty of Engineering, Kindai University 号 53, p. 9-13, 発行日 2019-12-21 |
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ISSN | ||||||||||
収録物識別子タイプ | ISSN | |||||||||
収録物識別子 | 2434592X | |||||||||
抄録 | ||||||||||
内容記述タイプ | Abstract | |||||||||
内容記述 | [Abstract]In this study, some paste specimens and mortar specimens were made of geopolymers using fly ash and blast furnace slag fine powder as active fillers, and experimental studies were conducted on the effects of compressive strength and initial heat curing. Some results obtained in this study are as follows. 1) The compressive strength of geopolymer is greatly affected by the concentration of the alkaline solution, and it is necessary to increase the concentration in order to increase the strength early. 2) It was found that the strength of geopolymer continued to increase with age, although the rise in strength of the initial age was smaller than that of cement. This contrasts with the fact that cement develops strength up to 70-80% of the design strength at the initial age. 3) Under these experimental conditions, there was no difference in the initial strength even when heated during the initial curing, and the initial heating was not desirable for long-term ages. | |||||||||
フォーマット | ||||||||||
内容記述タイプ | Other | |||||||||
内容記述 | application/pdf |