Title of article :
Increasing concrete durability with high-reactivity metakaolin
Author/Authors :
Gruber، K. A. نويسنده , , Ramlochan، Terry نويسنده , , Boddy، Andrea نويسنده , , Hooton، R. D. نويسنده , , Thomas، M. D. A. نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2001
Pages :
-478
From page :
479
To page :
0
Abstract :
High-reactivity metakaolin (HRM) is a manufactured pozzolan produced by thermal processing of purified kaolinitic clay. Field performance and laboratory research of concrete containing HRM have demonstrated its value for bridge decks, bridge deck overlays, industrial flooring, high-strength concrete and masonry products. This paper discusses laboratory evaluations to assess the long-term performance of concrete containing HRM produced in North America for resistance to chloride penetration and reduction in expansion due to alkali-silica reactivity. Bulk diffusion testing indicated that HRM substantially reduced chloride ion penetration in concrete with w/cm of 0.30 or 0.40. Reductions in diffusion coefficients compared to control specimens were of the order of 50% and 60% for concrete with 8% and 12% HRM, respectively. Also, the performance of the concrete containing 8% or 12% cement replacement with HRM showed improved performance versus merely reducing the w/c from 0.4 to 0.3. Such reductions can be expected to have a substantial impact on the service life of reinforced concrete in chloride environments. Expansion tests on concrete prisms containing reactive aggregates showed that 15% HRM can prevent deleterious expansion due to alkali-silica reactivity (ASR). The mechanism of control is likely linked to the substantial reduction in pore solution alkalinity seen in pastes containing 20% HRM in comparison to the control specimen which contained no supplementary cementing materials. However, the reduction was not large enough to depassivate steel reinforcement
Keywords :
Optimum water content , Cement replacement material , Effective water/binder ratio , Efficiency factor , Mineral admixtures , Experimental results , Superplasticiser , Mix design procedure , Concrete mix proportion , High performance concrete , Minimum cement content
Journal title :
CEMENT & CONCRETE COMPOSITES
Serial Year :
2001
Journal title :
CEMENT & CONCRETE COMPOSITES
Record number :
5629
Link To Document :
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