Nordic workshop final report

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Durability aspects of fly ash and slag in concrete ECPC Principles DHB-Consult Candidate concrete has to be made with constituents conforming to European standards or provisions valid in the place of use Candidate concrete has no ‘limiting values’ Effects of execution of construction assumed to be the same Third party certification ECPC Principles DHB-Consult In theory the procedure could be applied to any exposure class, but in practice it is limited to exposure classes where there are the necessary tools, i.e. test methods and procedures Current work is focusing on XC, XD, XF and XS exposure classes Uncertainty of measurement taken into account Page 30 of 299 Nordic workshop, Oslo, Norway, February 15-16, 2012 8
Durability aspects of fly ash and slag in concrete ECPC Reference concretes DHB-Consult Guidance will be provided, but national selection Prescribed concrete W/C ratio 0.02 less than the maximum for the exposure class All constituents, including aggregates, have to be clearly specified ECPC DHB-Consult Approach for XC exposures Applies to XC3 and XC4 Depending on local interpretation, it may apply to XC1 and XC2 Comparison based on 10 week accelerated carbonation test Test procedure being standardized by CEN/TC51(CEN/TC104)/JWG12/TG5 Page 31 of 299 Nordic workshop, Oslo, Norway, February 15-16, 2012 9
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Nordic workshop final report

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