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Keywords: freeze-thaw
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Journal Articles
Journal:
Cement, Concrete and Aggregates
Publisher: ASTM International
Article Type: Research-Article
Cement, Concrete & Aggregates. December 2004, 26(2): 1–5.
Published Online: December 4, 2004
... can be attributed to differences in finishing effort or timing of finishing, or both. 23 12 2003 02 07 2004 freeze-thaw supplementary cementing materials fly ash slag ASTM C 672 finishing bleed set time References Bouzoubaa , N. , Bilodeau...
Journal Articles
Journal:
Cement, Concrete and Aggregates
Publisher: ASTM International
Article Type: Research-Article
Cement, Concrete & Aggregates. December 1994, 16(2): 132–139.
Published Online: December 1, 1994
... days outdoors covered under wet burlap and plastic sheet, and 28 days in the laboratory air after application of a curing compound. The slabs were tested at an age of 28 days for 50 freeze-thaw cycles in the scaling test using a 3% sodium-chloride (NaCl) solution. The slabs cured outside under wet...
Journal Articles
Journal:
Cement, Concrete and Aggregates
Publisher: ASTM International
Article Type: Research-Article
Cement, Concrete & Aggregates. January 1988, 10(2): 103–108.
Published Online: January 1, 1988
... into the understanding of the surface scaling. It was found that solar effects have a pronounced effect on the scaling of the concrete surface. Basis for a new scaling test which simulates the deterioration of concrete in the field under severe freeze-thaw conditions has been developed. It consists of partial thawing...
Journal Articles
Journal:
Cement, Concrete and Aggregates
Publisher: ASTM International
Article Type: Research-Article
Cement, Concrete & Aggregates. July 1981, 3(1): 13–20.
Published Online: July 1, 1981
... caused by freeze-thaw exposure and abrasion loss determined with the U.S. Corps of Engineers Method of Test for Resistance of Concrete or Mortar Surfaces to Abrasion (Procedure CRD-C52-54) were consistently higher on rained-on than on comparable not-rained-on cores and specimens. Abrasion loss was higher...