| 種別 | Paper |
| 主題 | Permeability of No-Fines Concrete |
| 副題 | |
| 筆頭著者 | Abderrazak ZOUAGHI （Miyazaki University） |
| 連名者1 | Takao NAKAZAWA（Miyazaki University） |
| 連名者2 | Fujio IMAI（Miyazaki University） |
| 連名者3 | Nario SHINISHI（Miyazaki University） |
| 連名者4 | |
| 連名者5 | |
| キーワード | no-fines concrete,permeability,void content,aggregate gradation,aggregate shape,aggregate type,paste content,specimen length,constant head test,falling head test |
| 巻 | 20 |
| 号 | 2 |
| 先頭ページ | 757 |
| 末尾ページ | 762 |
| 年度 | 1998 |
| 要旨 | The permeability of no-fines concrete consisting solely of Portland cement,water and uniform-sized aggregate was investigated.Three basic coarse aggregate-cement ratios by volume (A/C = 6,8 and 12) were used to mix each of the three aggregate types of various gradations (Crushed limestone: 6 gradations,Pumice: 3,and Scoria: 3).A total of 260 tests was performed using a constant head permeameter.Effects of factors such as: aggregate type,gradation,shape,bound limit,void content,paste content and water-cement ratio on permeability of no-fines concrete as well as specimen length and testing procedures are reported. |
| PDFファイル名 | 020-01-2127.pdf |