Sulfuric acid resistance of blended ash geopolymer concrete

By M. Ariffin, M. R. Bhutta, M. Hussin, M. M. Tahir, Nor Aziah. 2013

467 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/7492e23db6abf927e48cf01c37a9a65f25c1bbcb

How researchers see this paper

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

In Building and Construction

1. U. Alengaram
2. Mohd Zamin Jumaat
3. R. Thomas
4. W. K. Part
5. M. Ramli
6. H. S. C. Metselaar
7. J. Kwasny
8. Navid Ranjbar

In Civil and Structural Engineering

1. Navid Ranjbar
2. Mohd Zamin Jumaat
3. U. Alengaram
4. R. Thomas
5. M. Ramli
6. W. K. Part
7. C. Cheah
8. S. Peethamparan

Citations in the corpus

• Compressive strength and microstructural analysis of fly ash/palm oil fuel ash based geopolymer mortar under elevated temperatures (2014, background): “In recent years, a lot of investigation has been undertaken to find the mechanical and environmental properties based on the utilization of different activators, pozzolanic material and methods of curing [6–11].”
• Effect of slag content and activator dosage on the resistance of fly ash geopolymer binders to sulfuric acid attack (2018, background): “The main peak of the fly ash and slag blends (GP2, GP3 and GP4) shifted to approximately 1110 cm-1 which can be attributed to the presence of gypsum [31], [99]–[102].”
• An overview on the influence of various factors on the properties of geopolymer concrete derived from industrial by-products (2015, methodology): “As of now, researchers are focusing on the optimization of blended geopolymers involving GGBFS/POFA [22,114], FA/POFA [23,45,90,91].”