

The balance of knowledge and experience therefore no need to be re-addressed. It is difficult to establish when the term 'aggregate' was first used. Purpose the most immediately obvious benefit of use of aggregate is that it conserves the comparatively expensive binder and usually forms the greater part of the finished material. Its use can, however serve a very important function in tempering the qualities of the binder to allow for the sympathetic coexistence (thermal and moisture movements, porosity and permeability) of the material within masonry. A further important consideration is the influence that the aggregate can have on the colour and texture of the material: indeed this can sometimes be an understandably will unwisely over-riding factor in aggregate choice. However, the specification of the sand for these other uses, especially the particular size, shape and chemistry, is often very specific and is not necessarily compatible with that required for construction purposes. When using pigments to achieve a specific coloured appearance, it should also be remembered that the two will add to the total fines content of the aggregate grading.
Certain additives which increase the quantity of aggregate in the mortar mix, especially at the fines end of the grading curve, will not be discussed here. 'Sands' are therefore composed of the loose, detrital, granular material which results from the breakdown of rock by wind, rain, temperature changes, rivers, glaziers and the actions of plants and animals, in what has been termed the recycling of rock. 'Sharp sands' may be highly quartzone and contain grains which are literally sharp due to their angular nature. In contrast, 'soft sands' are quite rounded, having been transported fonder and therefore having had a longer time to become abraded. Mineral constituents will inevitably affect the properties and performance of many sands in use.