AN EXPERIMENTAL INVESTIGATION ON MINIMUM COMPRESSIVE STRENGTH OF EARLY AGE CONCRETE TO PREVENT FROST DAMAGE FOR NUCLEAR POWER PLANT STRUCTURES IN COLD CLIMATES
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Principles underlying the steam curing of concrete at atmospheric pressure
The 15 references without a DOI — listed, not checked
no DOI — not checkedKHNP Report, Durability Improvement of N.P.P Concrete through the Alternation of Cement Type” (2002)
no DOI — not checked10.5516/NET.09.2012.046_bib2
no DOI — not checked10.5516/NET.09.2012.046_bib3
no DOI — not checked10.5516/NET.09.2012.046_bib4
no DOI — not checked10.5516/NET.09.2012.046_bib6
no DOI — not checkedACI Committee 306-88, Cold weather concreting (2010)
no DOI — not checked“Reduction of quality and countermeasure of self-compacting concrete incorporating ground granulated blast-furnace slag due to initial frost damage
no DOI — not checked10.5516/NET.09.2012.046_bib9
no DOI — not checked10.5516/NET.09.2012.046_bib10
no DOI — not checked“Effect of below freezing temperatures on strength development of concrete,”
no DOI — not checked“Prevention of frost damage to green concrete”
no DOI — not checked“Damage due to freezing of fresh concrete”
no DOI — not checked“A study on the deterioration prediction method of concrete structures subjected to cyclic freezing and thawing
no DOI — not checked“Effect of mixing and curing temperature on concrete strength”
no DOI — not checkedA. Nykanen, “Hardening of concrete at different temperature especially blow the freezing point, RILEM Symposium on Winter Concreting, Session B (1956)
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