Production of geopolymeric binder from blended waste concrete powder and fly ash
By S. Ahmari, Xin Ren, Vahab Toufigh, Lianyang Zhang. 2012
342 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/5eaeb485f5268ffee95f31101bf4460f8b83b10f
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- An overview on the influence of various factors on the properties of geopolymer concrete derived from industrial by-products (2015, background): “However, the use of OPC as primary construction material has been questioned extensively over the last decades due to the environmental impact of clinker production [1,2].”
- Sulfuric acid resistance of blended ash geopolymer concrete (2013, background): “In contrast, the OPC concrete had a different crystalline C–S–H phase which was similar to anorthite (CaAl2Si2O8, PDF10-0379) [21,28,29].”
- Mechanical properties and microstructure analysis of FA-GGBS-HMNS based geopolymer concrete (2019, background): “The bands at ~ 3300-3600 cm revealed that there is stretching vibration of O-H bending [43, 44, 45].”
- Performance of blended ash geopolymer concrete at elevated temperatures (2015, background): “The water component at 3,445 cm changed to 2,975 cm and the chemically bonded carbonate at 1,425 cm also changed to 1,460 cm starting from heating 600–800 C which are contributed by the presence of anorthite and calcite as identified by XRD [17, 23].”