A simple relationship between the compre
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K.L. Watson
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Article
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1981
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Elsevier Science
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English
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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