Abstract
This paper suggests a method for identifying the saturated-surface-dry state of filler. The technique has been tested on a material with particle sizes in the range 1-100 μm (No. 12000=3.9·10-5 in.-No. 150) where the standard methods for fine aggregate (EN and ASTM) are not operational. For fine aggregate a comparison is made between the proposed method and the EN and ASTM methods.
| Original language | English |
|---|---|
| Article number | SP326-12 |
| Book series | American Concrete Institute. Publication SP |
| Volume | 326 |
| Pages (from-to) | 12.1-12.10 |
| ISSN | 0193-2527 |
| Publication status | Published - 2018 |
Keywords
- Filler
- Sand
- Fine aggregate
- Moisture content
- Saturated-surface-dry
- Water absorption