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Keywords: workability
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Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Cement, Concrete & Aggregates. June 2001, 23(1): 3–10.
Published Online: June 1, 2001
... far exceeds these uses. This paper emphasizes another technically and economically attractive option, which is the use of recycled tire rubber in portland cement concrete. Preliminary studies show that workable rubberized portland cement concrete (rubcrete) mixtures can be made provided...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Cement, Concrete & Aggregates. December 1999, 21(2): 117–125.
Published Online: December 1, 1999
... high-volume fly ash shotcrete produced had satisfactory workability, mechanical properties, and resistance to freezing and thawing cycling. The shotcrete containing silica fume had negligible rebound compared with that without silica fume. The incorporation of fly ash and silica fume improved...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Cement, Concrete & Aggregates. December 1994, 16(2): 104–109.
Published Online: December 1, 1994
... arrived at using the Generalized Approach for Mix Proportioning. The method proposed was applied to and found applicable for fly-ash concretes using fly ashes from two different sources. KEYWORDS: fly ash, mix proportioning, Generalized Approach for Mix Proportioning, workability, strength Chemical...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Cement, Concrete & Aggregates. July 1993, 15(1): 89–92.
Published Online: July 1, 1993
...SW Tresouthick; VS Dubovoy; JW Gajda The ability to accurately determine the workability and board life of mortars has been an important goal of the cement industry. This paper describes a new approach for more accurate determinations of the workability and board life, as well as other mortar...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Cement, Concrete & Aggregates. July 1993, 15(1): 74–84.
Published Online: July 1, 1993
... as workability, unit weight, and volume change were examined. Rubberized concrete was found to possess acceptable workability and a smaller unit weight than plain concrete. Volume change of rubberized concrete specimens containing 38, 25, and 19-mm rubber aggregates was found to be larger than that of plain...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Cement, Concrete & Aggregates. July 1992, 14(1): 55–61.
Published Online: July 1, 1992
... concrete—4900 to 5910 psi (33 to 42 MPa) after 28 days. No adverse effects on concrete strength were observed. Instead, the pellets, being round in shape, enhanced the workability of concrete and resulted in more compact concrete specimens. The net result of substituting the pellets for coarse aggregates...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Cement, Concrete & Aggregates. January 1989, 11(2): 109–118.
Published Online: January 1, 1989
... as adhesion promoters and are capable of rendering the concrete hydrophobic. Concretes made with aggregates that were pretreated with silanes generally showed a dramatic increase in strength under both dry and wet conditions. KEYWORDS: sulphur, concretes, aggregates, concrete strength, density, workability...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Cement, Concrete & Aggregates. July 1987, 9(1): 3–11.
Published Online: July 1, 1987
...P Balaguru; V Ramakrishnan In this paper, two popular measures of workability, namely, slump and V-B time, are compared for plain and steel (hooked) fiber-reinforced concrete. The results are based on experiments made on both types of concrete with and without high-range, water-reducing admixture...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Cement, Concrete & Aggregates. July 1987, 9(1): 12–19.
Published Online: July 1, 1987
... on the workability of different mixes and the slump loss with time was also measured. admixtures mechanical properties superplasticizers compressive strength modulus of elasticity flexural strength tensile strength slump workability high-strength concrete concrete water-reducing agents References...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Cement, Concrete & Aggregates. January 1985, 7(2): 78–83.
Published Online: January 1, 1985
...C Atzeni; L Massidda; U Sanna With a view to establishing a relationship between the rheological behavior of cement pastes with varying water/cement ( W/C ) ratios and the workability of different mortars, rotoviscosimetric (hysteresis cycle and transient) tests were conducted on the pastes...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Cement, Concrete & Aggregates. July 1984, 6(1): 17–27.
Published Online: July 1, 1984
... will improve with the quality of recycled mortar or if the recycled material has a high aggregate-cement ratio. The recycled aggregate concrete showed somewhat better workability characteristics than conventional mixes although its modulus of elasticity and durability characteristics were lower. It is proposed...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Cement, Concrete & Aggregates. January 1984, 6(2): 74–83.
Published Online: January 1, 1984
...CD Johnston Measurements of the workability of freshly mixed steel fiber reinforced concrete have been conducted using the traditional slump test, the British Standard V-B test and the test for time of flow through an inverted slump cone recently issued as ASTM Test Method for Time of Flow of Fiber...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Cement, Concrete & Aggregates. January 1980, 2(2): 95–102.
Published Online: January 1, 1980
...DL Kantro A miniature slump test has been developed for the evaluation of the influence of water-reducing admixtures on the workability of neat portland cement pastes. Resulting paste pat areas rather than heights are measured, and the results are expressed as the percentage of water reduction...