2015
DOI: 10.1155/2015/830984
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Freeze-Thaw Resistance of Normal and High Strength Concretes Produced with Fly Ash and Silica Fume

Abstract: This study is based on determination of the freeze-thaw resistance of air-entrained and non-air-entrained normal strength concrete (NC) and high strength concrete (HSC) produced with fly ash and silica fume according to surface scaling. The procedure allows us to measure the amount of scaling per unit surface area due to a number of well defined freezing and thawing cycles in the presence of deicing salt. The weight loss, surface scaling, moisture uptake, and internal damage were measured after 0 and after eve… Show more

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Cited by 46 publications
(23 citation statements)
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“…The opposite results were obtained by testing ASR in specimens made using EGA of a diameter of (0-5) mm made by Penostek [24]. The RILEM TC 106-AAR method demonstrated that concrete with a density of about 500 kg/m 3 did not meet the requirements for its relative expansion even using Aalborg white CEMI 52.5 R with Naeq - Meanwhile, fly ash showed better performance for concrete mixtures at a 0.40 W/C ratio [27].…”
Section: Introductionmentioning
confidence: 87%
“…The opposite results were obtained by testing ASR in specimens made using EGA of a diameter of (0-5) mm made by Penostek [24]. The RILEM TC 106-AAR method demonstrated that concrete with a density of about 500 kg/m 3 did not meet the requirements for its relative expansion even using Aalborg white CEMI 52.5 R with Naeq - Meanwhile, fly ash showed better performance for concrete mixtures at a 0.40 W/C ratio [27].…”
Section: Introductionmentioning
confidence: 87%
“…However, due to the silica fume, the coarser pore size is decreased, and so more and smaller pores retain the same pore volume [90]. The frost durability of the silica fume composite concrete can be enhanced either by lowering the w/b ratio or by reducing the volume of the capillary pores, consequently leading to less scaling [23,[91][92][93][94]. The presence of the amorphous silica fume altered the frost damage mechanism and acted as a strength accelerator due to the formation of a denser microstructure having a lower water penetration during freezing.…”
Section: Composite Portland Cement-based Concretesmentioning
confidence: 99%
“…Based on previous studies, using over 15% silica fume corresponds to a high-water requirement. Therefore, 15 wt% silica fume is considered as the optimal amount for cement replacement, reaching a strength of 65 MPa with no air-entraining agent and 45 MPa with a 0.15% air-entraining agent for standard curing [ 91 ]. The reduction in strength is due to the carbon originating from the silica fume.…”
Section: Composite Portland Cement-based Concretesmentioning
confidence: 99%
“…The concrete yam construction displays better-quality constancy, elasticity and fire persistance. A main symbol of this sort of construction is the bond association presented between steel and concrete, which directly rises the load dimensions of the construction (Karakurt and Bayazıt, 2015). The matter of steel erosion in concrete constructions in the penetrating situation has been an fascinating feature in conditions of corrosion and civil engineering resources which it recovers with steel yam.…”
Section: Reinforced Concrete To Steel Yammentioning
confidence: 99%