Performance of Composite Portland Cements with Calcined Illite Clay and Limestone Filler Produced by Industrial Intergrinding
نویسندگان
چکیده
The performance of five composite Portland cements (CPCs) with limestone filler (LF = 10%–25% by mass) and calcined illite clay (CIC elaborated intergrinding was analyzed in paste, mortar, concrete. Hydration studied isothermal calorimetry, bound water, XRD. Flow compressive strength (2 to 90 days) were determined standard mortar. Concretes (w/b 0.45; binder content 350 kg/m3; slump 15 ± 3 cm) determine flexural strength, water penetration, chloride migration. Intergrinding CPCs have a large specific surface area when LF + CIC increases, similar size range clinker particles. Supplementary cementing material replacements decreased the heat rate, prolonged dormant period, acceleration rate at early ages. According Fratini test, all had positive pozzolanicity after 28 days, but XRD analysis showed Ca(OH)2 associated monocarboaluminate phases. Mortar flow slightly reduced proportion increased. sum CPC class limited days. workable, days depended on CIC, contributed After penetration mainly content. migration coefficient also contained more less LF.
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ژورنال
عنوان ژورنال: Minerals
سال: 2023
ISSN: ['2075-163X']
DOI: https://doi.org/10.3390/min13020240