| 種別 | Paper |
| 主題 | Void Content of No-Fines Concrete |
| 副題 | |
| 筆頭著者 | Rihong ZHANG（Miyazaki University） |
| 連名者1 | Takao NAKAZAWA（Miyazaki University） |
| 連名者2 | Fujio IMAI（Miyazaki University） |
| 連名者3 | Nario SHINNISHI（Miyazaki University） |
| 連名者4 | |
| 連名者5 | |
| キーワード | no-fines concrete,void content,density,standard deviation,compressive strength,load-displacement relationship |
| 巻 | 19 |
| 号 | 1 |
| 先頭ページ | 1051 |
| 末尾ページ | 1056 |
| 年度 | 1997 |
| 要旨 | The results of an experiment on the void content of no-fines concrete and its influence on the compressive strength and load-displacement relationship of concrete are reported in this paper.Four different sizes of coarse aggregate of 5-10,10-15,15-20,and 5-20mm,and three absolute volume ratios of paste to aggregate of 25,28 and 35 percent for a given size of aggregate were used.The method proposed by JCI Technical Research Committee on Ecological Concrete [1] was used to measure the void content. The results of measured void content show a small variation.The effect of changing paste volume in no-fines concrete on the void content depends on the size of aggregate. |
| PDFファイル名 | 019-01-1173.pdf |