Resistance of portland cement pervious concrete to deicing chemicals

Transportation Research Record

Volumn , Issue 2164, 2010, Pages 98-104

  Cutler, Heath E ^a   Wang, Kejin ^b   Schaefer, Vernon R ^c   Kevern, John T ^d  

^a and Environmental Engineering   (United States)

^b 492 Town Engineering Building   (United States)

^c Iowa State University   (United States)

^d UNIVERSITY OF MISSOURI KANSAS CITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CALCIUM CHLORIDE; CHEMICALS; CONCRETES; PORTLAND CEMENT; SNOW AND ICE REMOVAL; SODIUM CHLORIDE; TESTING; WETTING;

CALCIUM MAGNESIUM ACETATE; CHEMICAL APPLICATIONS; CONCRETE MATERIALS; DEICING CHEMICALS; DRYING-WETTING; FREEZING/THAWING; MASS LOSS; PERVIOUS CONCRETE; TEST METHOD; WETTING CONDITIONS;

MAGNESIUM COMPOUNDS;

EID: 78651345642     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/2164-13     Document Type: Article

References (4)

1. Dubberke, W., and V. J. Marks. The Effect of Deicing Salt on Aggregate Durability. In Transportation Research Record 1031, TRB, National Research Council, Washington, D.C., 1985, pp. 27-34.
2. Kosmatka, S., B. Kerkhoff, and W. Panarese. Design and Control of Concrete Mixes, 14th ed. Portland Cement Association, Skokie, Ill., 2002.
3. Schaefer, V. R., J. T. Kevern, B. Izevbekhai, K. Wang, H. E. Cutler, and P. Wiegand. Construction and Performance of Pervious Concrete Overlay at Minnesota Road Research Project. In Transportation Research Record: Journal of the Transportation Research Board, No. 2164, Transportation Research Board of the National Academies, Washington, D.C., 2010, pp. 82-88.
4. Schaefer, V. R., K. Wang, M. T. Suleiman, and J. T. Kevern. Mix Design Development for Pervious Concrete in Cold Weather Climates. Report from the National Concrete Pavement Technology Center, Iowa State University, Ames, 2006. http://www.ctre.iastate.edu/reports/ mix-design-pervious.pdf.