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SP-153 In 1995, CANMET, in association with ACI, U.S.A. Electric Power Research Institute, Canadian Electrical Association, and several other organizations in Canada and the United States, sponsered the Fifth International Conference on fly ash, ferrous and nonferrous slags, and silica fume was held. The two volume proceedings of the Fifth CANMET/ACI Conference contains 62 papers from 23 countries.

The efficiency of finely ground blast furnace slags (BFS) was studied in relation to the fundamental physico-mechanical and structural properties of cement mortars. A positive effect of BFS fineness on the workability of fresh mortars was proved. Due to a small water content (20 percent by mass of the cementitious material) when combined with a high-range, water-reducing admixture (HRWRA), the compressive strengths of mortars ranging between 80 and 100 MPa are ascertained at normal curing conditions. Special curing conditions, such as autoclaving or hot water curing, produce specimens with compressive strengths in the range of 100 to 130 MPa, depending on the grading of BFS and the composition of the binder. With additional heat curing, the compressive strength of the mortars increase, in general, by about 10 to 50 percent over that of either autoclaved or hot water cured mortars. In this paper, some other properties of high-strength mortars incorporating finely ground BFS are discussed, including porosity and durability investigations. The efficiency of BFS addition is compared with other fine mineral powders, such as silica fume and fine silica powder, with special attention paid to binder compositions and curing conditions.

The most common way of estimating the degree of hydration of cement in practice has been to measure the Nonevaporable water content (W n) using the relation W n = 0.25 * C. However, when silica fume is incorporated in a mixture, some of the nonevaporable water is converted to evaporable water. More specifically, the water originally bound in the Ca(OH) 2, which reacts with the amorphous silica, is released in a polymerization process. This was shown in a study of mature cement-silica fume systems in which a new quantitative thermogravimetric method was used. Thus, for the same degree of hydration of the cement, the total nonevaporable water content is lower in a mixture with reacted silica fume than in one without. Moreover, the degree of hydration of the cement is slightly increased when moderate amounts of silica fume are added, provided sufficient water is present in the pore system, either by water curing or a high initial water-cement ratio. In mixtures with low w/c, the faster self-desiccation and the reduced permeability caused by silica additions affect the moisture state in a larger specimen (even if it is water cured) and, consequently, the degree of hydration of the cement.

Classified fly ash (CFA) is produced by separating the fine components of fly ash by means of air classification. CFA is made of fine particles of micro-meter size and spherical shape and is expected to improve the consistency of fresh concrete and the durability of hardened concrete. The use of CFA in roller compacted concrete (RCC) pavement has the effect of reducing the water content of RCC mixtures and, therefore, the drying shrinkage and number of joints in pavement. RCC pavements have become popular for roads and streets in Japan. The maximum thickness of RCC slabs that may be placed in one layer is limited to 25 cm, because of limitations in the compactibility of the concrete and control of the pavement surface profile. To increase the slab thickness of RCC placeable in one layer, an improved concrete that requires minimal energy for obtaining a high filled-volume ratio is desirable. In this paper, the effects of CFA additions to cement on compactibility and water content of RCC mixture were studied.

The authors have examined the lime-reactivity strength data of 14 samples of fly ash obtained from different thermal power plants of India. The sand-lime-fly ash mortars cured at 50 C and relative humidity of 90 percent were tested in compression at different ages up to 90 days. It was found that lime reactivity is best correlated with combined parameters of fineness and soluble silica content, rather than with each parameter considered individually. Also examined were the strength of concrete mixtures in which part of the cement is replaced by a low reactive fly ash. Fineness of fly ash and testing ages for strength were the variables. It is concluded that the soluble silica content was related to later-age strengths, while the early-age strength correlated better with fineness of fly ash. The mechanism for the latter may not be chemical, but physical, such as dispersion of cement particles or micro-filler effect.