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Pradip Nath

Researcher at Curtin University

Publications -  25
Citations -  2907

Pradip Nath is an academic researcher from Curtin University. The author has contributed to research in topics: Fly ash & Geopolymer. The author has an hindex of 14, co-authored 25 publications receiving 1902 citations.

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Effect of GGBFS on setting, workability and early strength properties of fly ash geopolymer concrete cured in ambient condition

TL;DR: In this paper, a fly ash-based geopolymer concrete for curing in ambient condition can be proportioned for desirable workability, setting time, and compressive strength using ground granulated blast-furnace slag (GGBFS) as a small part of the binder.
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The effects of ground granulated blast-furnace slag blending with fly ash and activator content on the workability and strength properties of geopolymer concrete cured at ambient temperature

TL;DR: In this paper, the effect of different proportions of ground granulated blast-furnace slag and activator content on the workability and strength properties of fly ash based geopolymer concrete was evaluated.
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Use of OPC to improve setting and early strength properties of low calcium fly ash geopolymer concrete cured at room temperature

TL;DR: In this article, a small proportion of ordinary Portland cement (OPC) was added with low calcium fly ash to accelerate the curing of geopolymer concrete instead of using elevated heat.
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Flexural strength and elastic modulus of ambient-cured blended low-calcium fly ash geopolymer concrete

TL;DR: In this article, the authors investigated the properties of blended low-calcium fly ash geopolymer concrete cured in ambient condition, and they found that the density of hardened GPC mixtures is similar to that of normal-weight OPC concrete.
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Effect of Fly Ash on the Durability Properties of High Strength Concrete

TL;DR: In this paper, the authors investigated the effect of fly ash as a supplement to concrete and found that the fly ash concrete samples showed less drying shrinkage than control concrete samples when designed for the same 28-day compressive strength of the control concrete.