The efficacy of portland-limestone cements with supplementary cementitious materials to prevent alkali-silica reaction

[1]  K. Folliard,et al.  Combining reliable performance testing and binder properties to determine preventive measures for alkali-silica reaction , 2022, Cement and Concrete Research.

[2]  J. Ideker,et al.  Using electrical resistivity to determine the efficiency of supplementary cementitious materials to prevent alkali-silica reaction in concrete , 2022, Cement and Concrete Composites.

[3]  V. Sirivivatnanon,et al.  Influence of Limestone Mineral Addition in Cements on the Efficacy of SCMs in Mitigating Alkali-Silica Reaction Assessed by Accelerated Mortar Bar Test , 2021 .

[4]  T. Drimalas,et al.  Divergence between Performance in the Field and Laboratory Test Results for Alkali-Silica Reaction , 2020 .

[5]  K. Scrivener,et al.  Microstructure, crystallinity and composition of alkali-silica reaction products in concrete determined by transmission electron microscopy , 2020, Cement and Concrete Research.

[6]  A. Leemann.  Raman microscopy of alkali-silica reaction (ASR) products formed in concrete , 2017 .

[7]  J. Weiss,et al.  Examining the pozzolanicity of supplementary cementitious materials using isothermal calorimetry and thermogravimetric analysis , 2017 .

[8]  Ceren Kina,et al.  Use of binary and ternary cementitious blends of F-Class fly-ash and limestone powder to mitigate alkali-silica reaction risk , 2017 .

[9]  P. Rangaraju,et al.  Miniature Concrete Prism Test: Rapid Test Method for Evaluating Alkali-Silica Reactivity of Aggregates , 2015 .

[10]  Karen L. Scrivener,et al.  Understanding the Filler Effect on the Nucleation and Growth of C-S-H , 2014 .

[11]  R. Hooton,et al.  A study on hydration, compressive strength, and porosity of Portland-limestone cement mixes containing SCMs , 2014 .

[12]  P. Rangaraju,et al.  Decoupling the effects of chemical composition and fineness of fly ash in mitigating alkali-silica reaction , 2013 .

[13]  J. Bullard,et al.  Factors that Influence Electrical Resistivity Measurements in Cementitious Systems , 2013 .

[14]  Farshad Rajabipour,et al.  How does fly ash mitigate alkali–silica reaction (ASR) in accelerated mortar bar test (ASTM C1567)? , 2013 .

[15]  Kevin J. Folliard,et al.  Do Current Laboratory Test Methods Accurately Predict Alkali-Silica Reactivity? , 2012 .

[16]  K. Cail,et al.  Lowering the Carbon Footprint of Concrete by Reducing Clinker Content of Cement , 2012 .

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

[18]  Michael D. A. Thomas,et al.  Use of Low-CO2 Portland Limestone Cement for Pavement Construction in Canada , 2010 .

[19]  Michael D.A. Thomas,et al.  Equivalent Performance with Half the Clinker Content using PLC and SCM , 2010 .

[20]  G. Saoût,et al.  Influence of limestone on the hydration of Portland cements , 2008 .

[21]  B. Lothenbach,et al.  The Role of Calcium Carbonate in Cement Hydration , 2007 .

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

[23]  Michael D.A. Thomas,et al.  The effects of fly ash composition on the chemistry of pore solution in hydrated cement pastes , 1999 .

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

[25]  Sidney Diamond,et al.  Expression and analysis of pore fluids from hardened cement pastes and mortars , 1981 .