Chemical Sequence and Kinetics of Alkali‐Silica Reaction Part I. Experiments

The deterioration induced by alkali-silica reaction (ASR) is initiated by complicated heterogeneous chemical reactions. This study describes the experimental results obtained from the model reactant experiments focused on the kinetics of physical and chemical changes in the reactive aggregate-simulated pore solution system undergoing ASR. Specifically, the study investigated the products formed by exposing reactive silica mineral (α-cristobalite) to two alkali solutions in the presence of solid calcium hydroxide [Ca(OH)2]. The experimental results showed that, as long as the Ca(OH)2 remains in the system, the dissolution of the silica mineral proceeds at a constant rate and the only reaction product formed is the tobermorite-type C–S–H. However, once the supply of Ca(OH)2 in the system is exhausted, the level of dissolved silica ions starts to increase. At the same time, the previously formed C–S–H changes in composition by incorporating silicon and alkali ions from the solution. Continuous increase in the concentration of silica leads to formation of the ASR gel as a result of interaction between silica and alkali ions.

[1]  T. Katayama Petrographic Diagnosis of Alkali-Aggregate Reaction in Concrete Based on Quantitative EPMA Analysis , 1998, SP-179: Fourth CANMET/ACI/JCI Conference: Advances in Concrete Technology.

[2]  R. Wollast,et al.  Coordination chemistry of weathering: Kinetics of the surface-controlled dissolution of oxide minerals , 1990 .

[3]  P. Dove The dissolution kinetics of quartz in aqueous mixed cation solutions , 1999 .

[4]  R. Přikryl,et al.  Alkali-silica reaction products: Comparison between samples from concrete structures and laboratory test specimens , 2010 .

[5]  K. Knauss,et al.  The dissolution kinetics of quartz as a function of pH and time at 70°C , 1988 .

[6]  Jonathan P. Icenhower,et al.  The dissolution kinetics of amorphous silica into sodium chloride solutions: effects of temperature and ionic strength , 2000 .

[7]  H. Taylor,et al.  Solubility and structure of calcium silicate hydrate , 2004 .

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

[9]  A. D. Jensen,et al.  Studies of alkali-silica reaction. Part 3. Mechanisms by which NaCl and Ca(OH)2 affect the reaction , 1986 .

[10]  K. Knauss,et al.  Dependence of albite dissolution kinetics on ph and time at 25°c and 70°c , 1986 .

[11]  Paul F. McMillan,et al.  Structure of Calcium Silicate Hydrate (C‐S‐H): Near‐, Mid‐, and Far‐Infrared Spectroscopy , 2004 .

[12]  E. Garcia-Diaz,et al.  Influence of lithium hydroxide on alkali–silica reaction , 2010 .

[13]  Frank Winnefeld,et al.  Alkali–Silica Reaction: the Influence of Calcium on Silica Dissolution and the Formation of Reaction Products , 2011 .

[14]  Patrick V. Brady,et al.  Kinetics of quartz dissolution at low temperatures , 1990 .

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

[16]  P. Brady,et al.  Controls on silicate dissolution rates in neutral and basic pH solutions at 25°C , 1989 .

[17]  Christian Vernet,et al.  Alkali–silica reaction: A method to quantify the reaction degree , 2002 .

[18]  W. L. Marshall,et al.  Amorphous silica solubilities—II. Effect of aqueous salt solutions at 25°C , 1980 .

[19]  J. Olek,et al.  Effects of Sample Preparation and Interpretation of Thermogravimetric Curves on Calcium Hydroxide in Hydrated Pastes and Mortars , 2012 .

[20]  P. Dove Reply to Comment on “Kinetics of quartz dissolution in electrolyte solutions using a hydrothermal mixed flow reactor” , 1990 .

[21]  A. Leemann,et al.  An attempt to validate the ultra-accelerated microbar and the concrete performance test with the degree of AAR-induced damage observed in concrete structures , 2013 .

[22]  Wei Chen,et al.  Alkali binding in hydrated Portland cement paste , 2010 .

[23]  H. Brouwers,et al.  Alkali concentrations of pore solution in hydrating OPC , 2003 .

[24]  U. H. Jakobsen,et al.  Composition of alkali silica gel and ettringite in concrete railroad ties: SEM-EDX and X-ray diffraction analyses , 1996 .

[25]  R Dron,et al.  THERMODYNAMIC AND KINETIC APPROACH TO THE ALKALI-SILICA REACTION. PART 1. CONCEPTS , 1992 .

[26]  S. Urhan,et al.  Alkali silica and pozzolanic reactions in concrete. Part 1: Interpretation of published results and an hypothesis concerning the mechanism , 1987 .

[27]  R. A. Santen,et al.  Silica gel dissolution in aqueous alkali metal hydroxides studied by 29SiNMR , 1989 .

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

[29]  P. Dove,et al.  Chapter 8. SILICA-WATER INTERACTIONS , 1994 .

[30]  Jan Olek,et al.  Chemical Sequence and Kinetics of Alkali–Silica Reaction Part II. A Thermodynamic Model , 2014 .

[31]  F. Glasser,et al.  Alkali binding in cement pastes: Part I. The C-S-H phase , 1999 .

[32]  J. D. Rimstidt,et al.  The kinetics of silica-water reactions , 1980 .

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

[34]  P. Monteiro,et al.  Structural Investigations of Alkali Silicate Gels , 2005 .

[35]  Leslie J. Struble,et al.  Formation of ASR gel and the roles of C-S-H and portlandite , 2004 .