Alkali-silica reaction (ASR) expansion: Pessimum effect versus scale effect
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Alain Sellier | Stéphane Multon | Martin Cyr | M. Cyr | X. Gao | S. Multon | A. Sellier | Xiao Xiao Gao
[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 .