| 種別 | 論文 |
| 主題 | Effect of the curing method on the compressive strength of UHSCC |
| 副題 | |
| 筆頭著者 | Kyung-Taek KOH（Korea Institute of Construction Technology） |
| 連名者1 | Jung-Jun PARK（Korea Institute of Construction Technology） |
| 連名者2 | Gum-Sung RYU（Korea Institute of Construction Technology） |
| 連名者3 | Su-Tae KANG（Korea Institute of Construction Technology） |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | UHSCC、compressive strength、curing method、high temperature curing、UHSCC、compressive strength、curing method、high temperature curing |
| 巻 | 30 |
| 号 | 1 |
| 先頭ページ | 273 |
| 末尾ページ | 278 |
| 年度 | 2008 |
| 要旨 | This paper intends to investigate the effects of the curing method on the compressive strength of the developed UHSCC. In view of the results, wet curing during one day followed by 2 to 3 days of steam curing at 90℃ seems to be advisable and leads to the possibility to obtain a compressive strength of approximately 200MPa at age 7 days. We carried out XRD and NMR analysis to explain the signification improvement of strength at high temperature. The extreme densification of the structure of the hardened cement paste accelerated by the pozzolanic reaction caused the increase of strength. |
| PDFファイル名 | 030-01-1038.pdf |