Comparison of alkali–silica reactions in alkali-activated slag and Portland cement mortars

Alkali–silica reactions (ASR) in alkali-activated slag (AAS) and Portland cement (PC) mortars were studied to compare their expansions and products. ASR expansions were measured following ASTM C1260 with modified curing and exposure conditions. Scanning electron microscope equipped with an energy-dispersive X-ray analyzer (SEM/EDX) was used to characterize the ASR products in both types of mortar after 28 days of testing. The concentration of OH− in the extraction solution of all the mortars at different ages was determined by ex situ extraction method. The results showed that AAS mortars exhibited lower ASR expansion than the PC mortars when they were exposed to 1 N NaOH solution. The observation of ASR products in the AAS mortars under water and steam exposure conditions supported the presence of their minor ASR expansions, which were not observed in the corresponding PC mortars. SEM/EDX observation and analyses demonstrated obviously different morphologies of AAS mortars under different exposure conditions. The lower ASR expansion of mortars can be explained by their lower concentration of OH− in the extraction solution, which might reflect the relative alkalinity in their pore solution.

[1]  T. C. Powers,et al.  An Interpretation of Some Published Researches on the Alkali-Aggregate ReactionPart 2 - A Hypothesis Concerning Safe and Unsafe Reactions with Reactive Silica in Concrete , 1955 .

[2]  N. Thaulow,et al.  Quantitative microanalyses of alkali-silica gel in concrete , 1975 .

[3]  G. Davies,et al.  Alkali-silica reaction products and their development , 1988 .

[4]  S. Chatterji,et al.  STUDIES OF ALKALI-SILICA REACTION PART, 6. PRACTICAL IMPLICATIONS OF A PROPOSED REACTION MECHANISM , 1988 .

[5]  Josée Duchesne,et al.  WHY THE ACCELERATED MORTAR BAR METHOD ASTM C 1260 IS RELIABLE FOR EVALUATING THE EFFECTIVENESS OF SUPPLEMENTARY CEMENTING MATERIALS IN SUPPRESSING EXPANSION DUE TO ALKALI-SILICA REACTIVITY , 1995 .

[6]  Caijun Shi,et al.  Strength, pore structure and permeability of alkali-activated slag mortars , 1996 .

[7]  Michael D. A. Thomas,et al.  Microstructural Studies of Alkali-Silica Reaction in Fly Ash Concrete Immersed in Alkaline Solutions , 1998 .

[8]  Della M. Roy,et al.  Chloride diffusion in ordinary, blended, and alkali-activated cement pastes and its relation to other properties , 2000 .

[9]  J. Sykes,et al.  Sodium silicate-based alkali-activated slag mortars: Part II. The retarding effect of additions of sodium chloride or malic acid , 2000 .

[10]  Michael D.A. Thomas,et al.  The effect of fly ash composition on the expansion of concrete due to alkali-silica reaction , 2000 .

[11]  Jay G. Sanjayan,et al.  Resistance of alkali-activated slag concrete to alkali–aggregate reaction , 2001 .

[12]  A. Atkinson,et al.  Sodium silicate-based, alkali-activated slag mortars: Part I. Strength, hydration and microstructure , 2002 .

[13]  Francisca Puertas,et al.  The alkali–silica reaction in alkali-activated granulated slag mortars with reactive aggregate , 2002 .

[14]  Jay G. Sanjayan,et al.  Sulfate attack on alkali-activated slag concrete , 2002 .

[15]  C. Shi,et al.  Alkali-Activated Cements and Concretes , 2003 .

[16]  Jay G. Sanjayan,et al.  Resistance of alkali-activated slag concrete to acid attack , 2003 .

[17]  William H. Hartt,et al.  Ex situ leaching measurement of concrete alkalinity , 2005 .

[18]  L. Malvar,et al.  Efficiency of Fly Ash in Mitigating Alkali-Silica Reaction Based on Chemical Composition , 2006 .

[19]  Ángel Palomo,et al.  Alkali–aggregate reaction in activated fly ash systems , 2007 .

[20]  T. E. Stanton,et al.  "A tribute to Expansion of Concrete through Reaction between Cement and Aggregate""""" , 2008, SP-249: Selected Landmark Paper Collection on Concrete Materials Research.

[21]  F. Puertas,et al.  Alkali-aggregate behaviour of alkali-activated slag mortars: Effect of aggregate type , 2009 .

[22]  I. Fernandes Composition of alkali-silica reaction products at different locations within concrete structures , 2009 .

[23]  Michael D. A. Thomas,et al.  The effect of supplementary cementing materials on alkali-silica reaction: A review , 2011 .

[24]  J. Ideker,et al.  Advances in alternative cementitious binders , 2011 .

[25]  Liangcai Cai,et al.  Freeze–thaw cycle test and damage mechanics models of alkali-activated slag concrete , 2011 .

[26]  Michael D.A. Thomas,et al.  Alkali-silica reactions (ASR): literature review on parameters influencing laboratory performance testing , 2012 .

[27]  Erich D. Rodríguez,et al.  Performance of alkali-activated slag mortars exposed to acids , 2012 .

[28]  J. I. Escalante-García,et al.  Alkali-activated slag-metakaolin pastes: strength, structural, and microstructural characterization , 2013 .

[29]  K. Sagoe-Crentsil,et al.  Drying shrinkage and creep performance of geopolymer concrete , 2013 .

[30]  John L. Provis,et al.  Alkali activated materials : state-of-the-art report, RILEM TC 224-AAM , 2014 .

[31]  N. Rakhimova,et al.  A review on alkali-activated slag cements incorporated with supplementary materials , 2014 .

[32]  Zhenguo Shi,et al.  A review on alkali-aggregate reactions in alkali-activated mortars/concretes made with alkali-reactive aggregates , 2015 .