Influence of Alkali-Silica Reaction Reactivity on Corrosion in Reinforced Concrete
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J. Ideker | D. Trejo | O. Isgor | V. Mazarei
[1] Hans Beushausen,et al. Corrosion in cracked and uncracked concrete – influence of crack width, concrete quality and crack reopening , 2010 .
[2] Ueli Angst,et al. Critical Chloride Content in Reinforced Concrete: A Review , 2009 .
[3] Nick R. Buenfeld,et al. Assessing the influence of ITZ on the steady-state chloride diffusivity of concrete using a numerical model , 2009 .
[4] Andreas Leemann,et al. Influence of compaction on the interfacial transition zone and the permeability of concrete , 2006 .
[5] David Trejo,et al. SURFACE CONDITION EFFECTS ON CRITICAL CHLORIDE THRESHOLD OF STEEL REINFORCEMENT , 2005 .
[6] E. Hervé,et al. Application of a n-Phase Model to the Diffusion Coefficient of Chloride in Mortar , 2004 .
[7] B. Oh,et al. PREDICTION OF DIFFUSIVITY OF CONCRETE BASED ON SIMPLE ANALYTIC EQUATIONS , 2004 .
[8] David Trejo,et al. Accelerated Chloride Threshold Testing: Part I-ASTM A 615 and A 706 Reinforcement , 2003 .
[9] C. C. Yang,et al. Effect of the interfacial transition zone on the transport and the elastic properties of mortar , 2003 .
[10] C. Andrade,et al. Chloride threshold values to depassivate reinforcing bars embedded in a standardized OPC mortar , 2000 .
[11] R. Swamy,et al. The Alkali-silica reaction in concrete , 1998 .
[12] Raoul François,et al. INFLUENCE OF SERVICE CRACKING ON REINFORCEMENT STEEL CORROSION , 1998 .
[13] Michel Pigeon,et al. Influence of the interfacial zone on the chloride diffusivity of mortars , 1997 .
[14] U. H. Jakobsen,et al. Composition of alkali silica gel and ettringite in concrete railroad ties: SEM-EDX and X-ray diffraction analyses , 1996 .
[15] J. Gillott,et al. Mechanism of alkali-silica reaction and the significance of calcium hydroxide , 1991 .
[16] Gerald Picket,et al. Effect of Gypsum Content and other Factors on Shrinkage of Concrete Prism , 1947 .
[17] Raoul François,et al. Development of chloride-induced corrosion in pre-cracked RC beams under sustained loading: Effect of load-induced cracks, concrete cover, and exposure conditions , 2015 .
[18] Tamon Ueda,et al. Simulation of Chloride Diffusivity for Cracked Concrete Based on RBSM and Truss Network Model , 2008 .
[19] J. Ollivier,et al. Interfacial transition zone in concrete , 1995 .
[20] E. Garboczi,et al. Percolation and pore structure in mortars and concrete , 1994 .
[21] C. Hansson,et al. The Threshold Concentration of Chloride in Concrete for the Initiation of Reinforcement Corrosion , 1990 .
[22] Karen L. Scrivener,et al. Microstructural Gradients in Cement Paste Around Aggregate Particles , 1987 .
[23] Thomas E. Stanton,et al. California Experience With the Expansion of Concrete Through Reaction Between Cement and Aggregate , 1942 .