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Materials 2016, 9(11), 878; doi:10.3390/ma9110878

Optimizing a Test Method to Evaluate Resistance of Pervious Concrete to Cycles of Freezing and Thawing in the Presence of Different Deicing Salts

1
Department of Civil Engineering, Ryerson University, Toronto, ON M5B 2K3, Canada
2
Lafarge Canada Inc., 6509 Airport Road, Mississauga, ON L4V 1S7, Canada
*
Author to whom correspondence should be addressed.
Academic Editor: Jorge de Brito
Received: 9 September 2016 / Revised: 12 October 2016 / Accepted: 23 October 2016 / Published: 28 October 2016

Abstract

The lack of a standard test method for evaluating the resistance of pervious concrete to cycles of freezing and thawing in the presence of deicing salts is the motive behind this study. Different sample size and geometry, cycle duration, and level of submersion in brine solutions were investigated to achieve an optimized test method. The optimized test method was able to produce different levels of damage when different types of deicing salts were used. The optimized duration of one cycle was found to be 24 h with twelve hours of freezing at −18 °C and twelve hours of thawing at +21 °C, with the bottom 10 mm of the sample submerged in the brine solution. Cylinder samples with a diameter of 100 mm and height of 150 mm were used and found to produce similar results to 150 mm-cubes. Based on the obtained results a mass loss of 3%–5% is proposed as a failure criterion of cylindrical samples. For the materials and within the cycles of freezing/thawing investigated here, the deicers that caused the most damage were NaCl, CaCl 2 and urea, followed by MgCl 2 , potassium acetate, sodium acetate and calcium-magnesium acetate. More testing is needed to validate the effects of different deicers under long term exposures and different temperature ranges. View Full-Text
Keywords: pervious concrete; salt scaling; freezing and thawing; test methods pervious concrete; salt scaling; freezing and thawing; test methods
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MDPI and ACS Style

Tsang, C.; Shehata, M.H.; Lotfy, A. Optimizing a Test Method to Evaluate Resistance of Pervious Concrete to Cycles of Freezing and Thawing in the Presence of Different Deicing Salts. Materials 2016, 9, 878.

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