K
Kimberly E. Kurtis
Researcher at Georgia Institute of Technology
Publications - 244
Citations - 6066
Kimberly E. Kurtis is an academic researcher from Georgia Institute of Technology. The author has contributed to research in topics: Cement & Portland cement. The author has an hindex of 38, co-authored 227 publications receiving 4842 citations. Previous affiliations of Kimberly E. Kurtis include Colorado State University & Georgia Tech Research Institute.
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Durability of kraft pulp fiber–cement composites to wet/dry cycling
TL;DR: In this article, the effects of three fiber treatments (beating, bleaching, and drying) were investigated to identify those that may minimize effects of environmental aging and degradation during wet/dry cycling.
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Time to failure for concrete exposed to severe sulfate attack
TL;DR: In this article, the authors report the time of failure of these samples as influenced by their water-to-cement (w/c) ratio, cement composition, and percent replacement of cement with fly ash, concluding that there is a safe zone for concrete made with w/c ratio lower than 0.45 and cement with unhydrated tricalcium aluminate (C 3 A) content lower than 8% where failure did not occur within the 40-year exposure period.
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Influence of TiO2 Nanoparticles on Early C3S Hydration
Bo Yeon Lee,Kimberly E. Kurtis +1 more
TL;DR: In this article, the effect of nanoanatase titanium dioxide (TiO2) powder on early-age hydration kinetics of tricalcium silicate (C3S) was investigated.
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Influence of Portland Cement Composition on Early Age Reactions with Metakaolin
Fabien Lagier,Kimberly E. Kurtis +1 more
TL;DR: In this article, the reactivity of two metakaolins, which vary principally in their surface area, and Portland cements of varying composition were examined via isothermal calorimetry for pastes at water-to-cementitious materials ratio of 0.50 containing 8% cement replacement by weight of metakaolin.
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Chloride-induced corrosion resistance of high-strength stainless steels in simulated alkaline and carbonated concrete pore solutions
TL;DR: In this article, the results of a study examining the Cl − induced corrosion resistance of austenitic, duplex, and martensitic high-strength stainless steels (HSSSss) and a pearlitic prestressing steel using cyclic potentiodynamic polarization (CPP) techniques in simulated alkaline and carbonated concrete solutions.