The effect of admixtures on the strength-porosity relationship of portland cement paste
β Scribed by James J. Beaudoin; Cameron MacInnis
- Publisher
- Elsevier Science
- Year
- 1971
- Tongue
- English
- Weight
- 360 KB
- Volume
- 1
- Category
- Article
- ISSN
- 0008-8846
No coin nor oath required. For personal study only.
β¦ Synopsis
The effect of four types of admixtures (flyash, waterreducing agents, an air-entraining agent and limestone mineral powder) on the strength-porosity relationship Vol. l, No. l ADMIXTURE, STRENGTH, POROSITY, CEMENT PASTE Notation o = weight of cement in grams. vo = specific volume of cement. w n = weight of non-evaporable water per unit weight of cement. w~ = weight of non-evaporable water per unit weight of completely hydrated cement. a = the fraction of cement that has hydrated or the ratio of Wn/W ~.
w = weight of mixing water.
w o = initial water-cement ratio.
x = gel space ratio.
Aw = the weight of water per unit weight of cement which must be supplied from an external source in order to maintain the paste in saturated condition. k = proportionality constant relating w and w n. fo = compressive strength of 2 in. cubes in psi.
π SIMILAR VOLUMES
In as series of cements made out of clinkers with variable C3A/C4AF ratios and containing different amounts of gypsum, the strength development and the composition of the hydrated material were studied. For a single clinker composition the obtained strength appears to be just a function of porosity.
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
Cement pastes made with different water-cement ratios were hydrated at different temperatures for different times. The main factor influencing the strength properties of the obtained samples was found to be their porosity, however pores with radii of less than 10 nm affected the resultant strength o