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Author : William O. Tynes
Publisher :
Page : 50 pages
File Size : 40,40 MB
Release : 1969
Category : Aggregates (Building materials)
ISBN :
Author : William O. Tynes
Publisher :
Page : 38 pages
File Size : 12,26 MB
Release : 1972
Category : Aggregates (Building materials)
ISBN :
Author : William O. Tynes
Publisher :
Page : pages
File Size : 20,45 MB
Release : 1969
Category : Concrete
ISBN :
Author : William O. Tynes
Publisher :
Page : 38 pages
File Size : 41,27 MB
Release : 1969
Category : Aggregates (Building materials)
ISBN :
Author : William O. Tynes
Publisher :
Page : 11 pages
File Size : 46,47 MB
Release : 1972
Category : Aggregates (Building materials)
ISBN :
Seven air-entrained concrete mixtures containing 6-in. maximum size limestone aggregate were tested to determine if the 21-day moist-curing requirements for concrete containing type IV portland cement, a pozzolan, natural cement, or slag cement could be reduced to 14 days as required for type II portland cement and portland blast-furnace slag cement (type IS) concrete. One of the seven mixtures was a reference mixture containing type II portland cement as the only cementitious material, while the other six mixtures were proportioned as follows: two mixtures with fly ash pozzolan and type II portland cement; one mixture with calcined shale pozzolan and type II portland cement; one mixture with natural cement and type II portland cement; one mixture with a different type II cement; and one mixture using portland blast-furnace slag cement. Specimens made from each mixture were cured under six different curing conditions, and tested for compressive strength, abrasion resistance, and permeability. (Author).
Author : William O. Tynes
Publisher :
Page : 27 pages
File Size : 45,93 MB
Release : 1972
Category : Aggregates (Building materials)
ISBN :
Seven air-entrained concrete mixtures containing 6-in. maximum size limestone aggregate were tested to determine if the 21-day moist-curing requirements for concrete containing type IV portland cement, a pozzolan, natural cement, or slag cement could be reduced to 14 days as required for type II portland cement and portland blast-furnace slag cement (type IS) concrete. One of the seven mixtures was a reference mixture containing type II portland cement as the only cementitious material, while the other six mixtures were proportioned as follows: two mixtures with fly ash pozzolan and type II portland cement; one mixture with calcined shale pozzolan and type II portland cement; one mixture with natural cement and type II portland cement; one mixture with a different type II cement; and one mixture using portland blast-furnace slag cement. Specimens made from each mixture were cured under six different curing conditions, and tested for compressive strength, abrasion resistance, and permeability. (Author).
Author : U.S. Army Engineer Waterways Experiment Station
Publisher :
Page : 22 pages
File Size : 47,65 MB
Release : 1962
Category : Concrete
ISBN :
Author :
Publisher :
Page : 1932 pages
File Size : 21,77 MB
Release : 1972
Category : Government publications
ISBN :
Author : Waterways Experiment Station (U.S.)
Publisher :
Page : 506 pages
File Size : 32,14 MB
Release : 1969
Category :
ISBN :
Author : United States. Superintendent of Documents
Publisher :
Page : 1466 pages
File Size : 47,12 MB
Release : 1976
Category : United States
ISBN :