Journal
JOURNAL OF MATERIALS RESEARCH AND TECHNOLOGY-JMR&T
Volume 14, Issue -, Pages 374-391Publisher
ELSEVIER
DOI: 10.1016/j.jmrt.2021.06.060
Keywords
Alkali activated cement; Cement replacement; Flexible pavement; Pozzolanic material; Sodium hydroxide; Fly ash; Hydrated lime
Funding
- Thailand Research Fund (TRF) [PHD62I0027]
- Chiang Mai University, Thailand
- Curtin University, Australia
- Siam Cement Group Public Company Limited
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This study established a non-OPC binder for road base stabilization based on a hybrid material concept, which shows great potential for cleaner and more cost-effective road construction. By utilizing solid sodium hydroxide as an alkali additive, the non-OPC binder achieved effective mechanical properties and a network of cementitious products. The non-OPC binder with flexible pavement design provided lower costs and greenhouse gas emissions compared to OPC-based materials.
In this study, a non-OPC binder as a cementless material for a road base stabilizer was established based on a hybrid material concept between the pozzolanic and the alkali-activated materials. Solid sodium hydroxide (NaOH) was used as an alkali additive in a dry mixing process to compensate for the early strength in a pozzolanic-based material matrix with its intrinsic property of delaying the strength gain. Effects of varied NaOH concentrations on the fly ash (FA) and hydrated lime (HL) mixes to generate such a non-OPC binder were investigated through the mechanical properties and microstructure observations. The selected non-OPC binders were then mixed with the road base aggregate to evaluate non-OPC-based mixtures' properties against the road base material specifications. The results revealed that the non-OPC binder, the FA-HL mix (FA:HL 1/4 90:10 by weight) with the NaOH content of 3.5% wt by dry aggregate mass, provided the most effective mechanical properties an entire network of gel and needles-sharp cementitious products. Based on the pavement design conducted in this study, the flexible pavement with the non-OPC base layer provided a significantly lower cost and GHG emission than those of the OPC-based material as a benchmark. This non-OPC binder with a hybrid material concept reveals a great potential to be a cleaner product in road construction and rehabilitation for a new era of our low-carbon society. (C) 2021 The Author(s). Published by Elsevier B.V.
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