By K C Brady, G R A Watts and IVi R Jones
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RILEM Workshop 'Special concretes; workability and mixing' (Ed P J M Bartos) held at Paisley, Scotland on 2-3 March 1993. pp 51-54. E & FN Sport, London. Malou Z and Cabrillac R (1999). Configuration of pores on the mechanical and thermal characteristics of cellular concrete through a homogenization method. Specialist techniques and materials for concrete construction, Proc. Int. Conf 'Creating with concrete' (Ed Dhir R K and N A Henderson) held at University of Dundee. pp 209-218. Thomas Telford, London.
Because the hardened density of foamed concrete depends on the saturation evel in its pores, it is difficult to obtain an accurate measure of its density on site. Thus in most cases, foamed concrete isproportioned on a volumetric rather than a weight basis, for example 1 m3 of base mix to 4 m~of foam. An approach followed at the University of Dundee is as follows: Calculate the water and superplasticizer contents from the total cement content, which includes cementitious fillers such as PFA. Ignore the amount of water contained in the foam.
Tattersall G H (1991). Workability and quality control of concrete. E & FN Spon, London. Taylor R W (1988). The effect of backfill material on the loading on shallow buried pipelines and on the settlement of trench reinstatements. Workshop on foamed concrete held at British Cement Association, Slough. pl 1. C25 Taywood Engineering Ltd (1990a). Measurement of oxygen diffusion coefficient of hardened concrete or mortar. Unpublished testing procedure TP 1303/90/4672. Taywood Engineering Ltd (1990b).
Specification for Foamed Concrete by K C Brady, G R A Watts and IVi R Jones
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