changes in secondary NO formation. Also, Fenimore? and Eberius and Just3 have shown that the temperature dependence of prompt NO formation
A shrinking unreacted core model for estimating the compressive strength of portland cement
โ Scribed by T. Westerlund; S. Karrila; K. Perander
- Publisher
- Elsevier Science
- Year
- 1985
- Tongue
- English
- Weight
- 231 KB
- Volume
- 15
- Category
- Article
- ISSN
- 0008-8846
No coin nor oath required. For personal study only.
โฆ Synopsis
A method for estimating the compressive strength of concrete from physical characterization of ground cement is developed.
The estimation method is based on data obtained from a granulometry curve of ground cement and a so-called shrinking unreacted core model.
It is shown that the model gives essential information about the hydration characteristics of concrete, and is found to be a far more relevant grinding parameter than the Blaine specific area measure of cement that is used in most grinding mills today.
The method has been tested on an industrial grinding mill with the capacity of 750 tons/day.
๐ SIMILAR VOLUMES
Previous work has shown that, for a series of experimental autoclaved aerated concretes with porosities ranging from O.48 to 0.78, compressive strength is linearly related to the solid/pore volume ratio determined by helium pycnometry. In the work described here, this type of relationship has been
In order to study the strength of concrete, cement-based composite material specimens with different volume fractions (lo%, 20%, and 30% ) of aggregate and two water/(cement+ silicamme) ratios (w/b=0.28 and 0.6) were cast and tested. Theoretical analysis was investigated in this study by employing t
## Abstract We prepared reactive latex blends from two copolymer latices comprised of __n__โbutyl methacrylate (__n__โBMA) with acetoacetoxyethyl methacrylate and __n__โBMA/dimethylaminoethyl methacrylate to study the kinetics of film formation. We generated thin films by blending equal weights of