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Re-proportioning of concrete mixtures for air entrainment
Problems of mixture re-proportioning illustrated with unit-block solid-volume diagrams; range of mixtures, from rich to lean, is covered for structural grade concrete of 3 in. slump and nominal 4% of entrained air; three specific approaches to problem of re-proportioning are indicated and illustrated.
Re-proportioning of concrete mixtures for air entrainment
Problems of mixture re-proportioning illustrated with unit-block solid-volume diagrams; range of mixtures, from rich to lean, is covered for structural grade concrete of 3 in. slump and nominal 4% of entrained air; three specific approaches to problem of re-proportioning are indicated and illustrated.
Re-proportioning of concrete mixtures for air entrainment
Am Concrete Inst -- J
Gilkey, H.J. (Autor:in)
1958
13 pages
Aufsatz (Zeitschrift)
Englisch
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