DEVELOPMENT AND PROPERTIES OF LOW-CALCIUM FLY ASH-BASED GEOPOLYMER CONCRETE

By D. Hardjito, B. V. Rangan. 2005

906 citations recorded by the source corpus.

View Paper: https://www.semanticscholar.org/paper/291e12a88fef7e389817138be81ed761679b169a

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Citations in the corpus

Deep soft soil improvement by alkaline activation (2011, methodology): “Based on general alkaline activation research available in the literature (Hardjito and Rangan, 2005) and previous experience (Teixeira Pinto, 2006), it was decided to use a ratio of sodium silicate solution to sodium hydroxide solution, by mass, of 2.”
MODIFIED GUIDELINES FOR GEOPOLYMER CONCRETE MIX DESIGN USING INDIAN STANDARD (2012, methodology): “Cementitious material used in this Experimental programme was low calcium Flyash (ASTM type F) [2].”
Characterization of alkali activated geopolymer mortar doped with MWCNT (2015, background): “O–Al amorphous microstructure (Saafi et al. 2013; Hardjito and Rangan2005).”
Preparation and characterisation of fly ash based geopolymer mortars (2010, methodology): “In the last decade fly ash based geopolymer has emerged as a promising new cement alternative in the field of building and construction materials [1–3].”
Geopolymer Concrete with Fly Ash (2010, methodology): “30C of these tests, plotted in Figure 1, show that the compressive strength of geopolymer concrete decreases as the water-to-geopolymer solids ratio by mass increases [Hardjito and Rangan, 2005].”
Effects of micro-structure characteristics of interfacial transition zone on the compressive strength of self-compacting geopolymer concrete (2013, methodology): “polymeric structures [11].”
Compressive strength of fly‐ash‐based geopolymer concrete at elevated temperatures (2015, background): “5 times that of the NaOH as past research [21] showed this to be the optimal ratio.”
Low-Calcium fly ash-based geopolymer concrete: Long-term properties (2006, methodology): “Complete details of that study are available in a Research Report by Hardjito and Rangan (2005). Based on that study, two different”