Alkali-silica reaction (ASR) expansion: Pessimum effect versus scale effect

The effect of aggregate size on ASR expansions has been largely studied and conflicting results exist concerning the aggregate size that leads to the highest ASR expansion. Most of the research works clearly show a pessimum effect of aggregate size on ASR expansion. However, all the results available in the literature were obtained using different experimental conditions and the combined effects of other important parameters, such as specimen size used in the expansion tests, have often been neglected. This paper aims to investigate the combined effect of specimen size and aggregate size on ASR expansion. Experimental results highlight a scale effect, a combination of the effects of aggregate size and specimen size on ASR expansion. This scale effect appears to be influenced by the reactive silica content of the aggregate. Modelling at microscopic level is used to propose a quantification of this effect.

[1]  T. Uomoto,et al.  Analytical Study Concerning Prediction of Concrete Expansion Due to Alkali-Silica Reaction , 1994, "SP-145: Durability of Concrete -- Proceedings Third CANMET - ACI International Conference, Nice, France 1994".

[2]  Etienne Grimal,et al.  Combination of Structural Monitoring and Laboratory Tests for Assessment of Alkali-Aggregate Reaction Swelling: Application to Gate Structure Dam , 2009 .

[3]  K. T. Greene,et al.  Cement-Aggregate Reaction in Concrete , 1947 .

[4]  L. Glasser,et al.  The chemistry of ‘alkali-aggregate’ reaction , 1981 .

[5]  Michael D.A. Thomas,et al.  ESTIMATING THE ALKALI CONTRIBUTION FROM FLY ASH TO EXPANSION DUE TO ALKALI-AGGREGATE REACTION IN CONCRETE , 1996 .

[6]  J. Lemaitre,et al.  Mécanique des matériaux solides , 1996 .

[7]  Karen L. Scrivener,et al.  Relation of expansion due to alkali silica reaction to the degree of reaction measured by SEM image analysis , 2007 .

[8]  Victor E. Saouma,et al.  Constitutive Model for Alkali-Aggregate Reactions , 2006 .

[9]  M. Tang,et al.  Influence of aggregate size and aggregate size grading on ASR expansion , 1999 .

[10]  Alain Sellier,et al.  Chemo-mechanical modeling for prediction of alkali silica reaction (ASR) expansion , 2009 .

[11]  Alain Sellier,et al.  Chemical modelling of Alkali Silica reaction: Influence of the reactive aggregate size distribution , 2007 .

[12]  Dent Classer,et al.  The Chemistry of Alkali-Aggregate Reactions , 1981 .

[13]  Alexander Steffens,et al.  Mathematical model for kinetics of alkali-silica reaction in concrete , 2000 .

[14]  Pierre-Olivier Bouchard,et al.  Development and validation of a 3D computational tool to describe concrete behaviour at mesoscale. Application to the alkali-silica reaction , 2009 .

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

[16]  Karen Scrivener,et al.  Micro-mechanical modelling of alkali–silica-reaction-induced degradation using the AMIE framework , 2010 .

[17]  A. Mebarki,et al.  Une modélisation de la réaction alcalis-granulat intégrant une description des phénomènes aléatoires locaux , 1995 .

[18]  Y. Xi,et al.  ASR Potentials of Glass Aggregates in Water-Glass Activated Fly Ash and Portland Cement Mortars , 2003 .

[19]  K. Scrivener,et al.  The percolation of pore space in the cement paste/aggregate interfacial zone of concrete , 1996 .

[20]  A. Topal,et al.  Effects of aggregate size and angularity on alkali–silica reaction , 2005 .

[21]  Alain Sellier,et al.  Optimising an expansion test for the assessment of alkali-silica reaction in concrete structures , 2011 .

[22]  D. François,et al.  Viscoplasticité, endommagement, mécanique de la rupture, mécanique du contact , 1993 .

[23]  Ahmad Shayan Value-added Utilisation of Waste Glass in Concrete , 2002 .

[24]  M. García-Díaz,et al.  MECHANISM OF DAMAGE FOR THE ALKALI-SILICA REACTION: RELATIONSHIPS BETWEEN SWELLING AND REACTION DEGREE , 2006 .

[25]  A. Nielsen,et al.  Development of stresses in concrete structures with alkali-silica reactions , 1993 .

[26]  Hans W. Reinhardt,et al.  A fracture mechanics approach to the crack formation in alkali-sensitive grains , 2011 .

[27]  T. Ichikawa,et al.  Alkali–silica Reaction, Pessimum Effects and Pozzolanic Effect , 2009 .

[28]  W. A. Gutteridge,et al.  Particle size of aggregate and its influence upon the expansion caused by the alkali–silica reaction , 1979 .

[29]  T. Ichikawa,et al.  Modified model of alkali-silica reaction , 2007 .

[30]  K. Scrivener,et al.  The Interfacial Transition Zone (ITZ) Between Cement Paste and Aggregate in Concrete , 2004 .

[31]  Yixin Shao,et al.  Studies on concrete containing ground waste glass , 2000 .

[32]  Karen L. Scrivener,et al.  Effects of aggregate size on alkali–silica-reaction induced expansion , 2012 .

[33]  Alain Ehrlacher,et al.  A computational linear elastic fracture mechanics-based model for alkali–silica reaction , 2012 .

[34]  Alain Sellier,et al.  Effects of aggregate size and alkali content on ASR expansion , 2008 .

[35]  Per Goltermann,et al.  Mechanical Predictions on Concrete Deterioration. Part 1: Eigenstresses in Concrete , 1994 .

[36]  S. Diamond,et al.  A study of expansion due to alkali — silica reaction as conditioned by the grain size of the reactive aggregate , 1974 .

[37]  D. W. Hobbs,et al.  Deleterious alkali–silica reactivity in the laboratory and under field conditions , 1993 .

[38]  R. Dron,et al.  Thermodynamic and kinetic approach to the alkali-silica reaction. Part 2: Experiment , 1993 .

[39]  Della M. Roy,et al.  Diffusion of ions through hardened cement pastes , 1981 .

[40]  Alain Sellier,et al.  Coupled effects of aggregate size and alkali content on ASR expansion , 2008 .

[41]  R. Hooton,et al.  Reduction in Mortar and Concrete Expansion with Reactive Aggregates Due to Alkali Leaching , 1991 .