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Drying shrinkage and creep of expanded shale lightweight aggregate concrete
Comparative investigation of drying shrinkage and creep of light weight concrete made from expanded shale aggregate from New South Wales and of concrete made from river sand and gravel; light weight concrete exhibits slightly greater creep strains and its drying shrinkage is considerably less; instantaneous strain is canceled out by end of 3 mo of sustained loading; test procedure and apparatus diagrams.
Drying shrinkage and creep of expanded shale lightweight aggregate concrete
Comparative investigation of drying shrinkage and creep of light weight concrete made from expanded shale aggregate from New South Wales and of concrete made from river sand and gravel; light weight concrete exhibits slightly greater creep strains and its drying shrinkage is considerably less; instantaneous strain is canceled out by end of 3 mo of sustained loading; test procedure and apparatus diagrams.
Drying shrinkage and creep of expanded shale lightweight aggregate concrete
Constr Rev
Patten, B.J.F. (author)
1960
4 pages
Article (Journal)
English
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