Effect of elevated temperatures on geopolymer paste, mortar and concrete

By D. Kong, J. Sanjayan. 2010

962 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/1dec340900bf6f5bfd473a36af7197fdc0e2e0c8

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. Navid Ranjbar
2. H. Brouwers
3. Q. Yu
4. B. Nematollahi
5. Faiz Shaikh
6. J. Qiu
7. J. Sanjayan
8. E. Yang

Citations in the corpus

• Compressive strength and microstructural analysis of fly ash/palm oil fuel ash based geopolymer mortar under elevated temperatures (2014, background): “observed that their geopolymer paste had undergone a minor expansion up to 150 C and stabilized between 150 to 220 C; however it hits maximum shrinkage when the temperature increases to 300 C and remains approximately unchanged up to 650 C; after that more shrinkage was observed up to 800 C [13].”