The Effect of Temperature Curing on Geopolymer Concrete

M. Triwulan*, Januarti Jaya Ekaputri, Nur Fadlilah Priyanka

*Corresponding author for this work

Research output: Contribution to journalConference articlepeer-review

17 Citations (Scopus)

Abstract

This study presents curing temperature influences to behaviors of geopolymer concrete. The concrete was fly ash based, with the ratio of fly ash to alkaline activator was 65%:35%. Ratio coarse aggregate to fine aggregate was 60%:40%, ratios Na2SiO3/NaOH were 1.5:2 and 2.5. A polycarboxilate superplasticizer with ratio was 2% to fly ash weight. Form of the test specimens were cylinder with diameter of 10 cm and 20 cm high. Steam curing conducted were at 40°C, 60°C and 80°C for 24 hours. The control specimens were treated at normal moist curing. Tests conducted were compressive strength, tensile strength, porosity and elasticity modulus. The results indicated that at the elevated temperature the compressive strength increases as well as tensile strength but decreases the closed porosity of specimens. The elasticity modulus had a similar tendency.

Original languageEnglish
Article number01005
JournalMATEC Web of Conferences
Volume97
DOIs
Publication statusPublished - 1 Feb 2017
Event2016 Engineering Technology International Conference, ETIC 2016 - Ho Chi Minh City, Viet Nam
Duration: 5 Aug 20166 Aug 2016

Fingerprint

Dive into the research topics of 'The Effect of Temperature Curing on Geopolymer Concrete'. Together they form a unique fingerprint.

Cite this