Strength development of mortars containing ground granulated blast-furnace slag: Effect of curing temperature and determination of apparent activation energies

By S. Barnett, M. Soutsos, S. Millard, J. Bungey. 2006

371 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Earth-Surface Processes

View Paper: https://www.semanticscholar.org/paper/7ae22020cc482cc6143a5df0b4f469dddc5afe27

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. M. Fall
2. M. Pokharel
3. A. Loukili
4. Denvid Lau
5. V. Ferrandiz-Mas
6. E. García-Alcocel
7. L. Feo
8. C. Chow

In Earth-Surface Processes

1. V. Ferrandiz-Mas
2. E. García-Alcocel
3. T. Bond
4. Chris Cheeseman

Citations in the corpus

• Coupled effects of sulphate and temperature on the strength development of cemented tailings backfills: Portland cement-paste backfill (2010, background): “At low curing temperatures, the cement hydration rate is slow, thereby leading to lower rates of precipitation of hydration products and thus to the production of lower amounts of C–S–H gel in early ages [32,33].”
• Lightweight mortars containing expanded polystyrene and paper sludge ash (2014, background): “These materials include ground granulated blast-furnace slag [1], coal fly ash [2], silica fume [3], glass [4–7], paper sludge [8], rubber, micronized tyre fibre and milled electrical cable waste [9], expanded polystyrene [10], expanded perlite [11,12], or agro waste as: rice husk ash [13], wheat st”
• Green Concrete: By-Products Utilization and Advanced Approaches (2019, background): “Notes: The data in the first three rows and the last row are taken from the references [58,59] respectively.”
• Improvement of the early-age reactivity of fly ash and blast furnace slag cementitious systems using limestone filler (2011, background): “Bougara et al. [11] and Barnett et al. [ 18 ] obtained gain of resistance from 90 to 115% for mortars with 30 and 35% of slag replacement, respectively, when increasing the curing temperature from 20 to 40C.”
• Fracture and impact properties of short discrete jute fibre-reinforced cementitious composites (2013, neutral): “Similar to PFA, the drawback in the use of GGBS concrete is that its strength developmen t is slower than that of PC concrete under 20 C curing, although the ultimate strength may become higher than PC concrete for the same water-to-bi nder ratio [16].”