Article
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High Strength Ternary Concrete Mix Development for Precast Industry
Version 1
: Received: 10 February 2023 / Approved: 16 February 2023 / Online: 16 February 2023 (10:04:09 CET)
How to cite: Akhnoukh, A.; Elia, H. High Strength Ternary Concrete Mix Development for Precast Industry. Preprints 2023, 2023020285. https://doi.org/10.20944/preprints202302.0285.v1 Akhnoukh, A.; Elia, H. High Strength Ternary Concrete Mix Development for Precast Industry. Preprints 2023, 2023020285. https://doi.org/10.20944/preprints202302.0285.v1
Abstract
Supplementary cementitious materials (SCMs) are increasingly used in precast concrete industry to enhance concrete strength and durability. SCMs of large market share in precast concrete in-dustry include silica fume, also known as micro-silica and class C fly ash. The main objective of this research is to develop non-proprietary high strength concrete mixes for precast/prestressed concrete industry. Two SCMs are used simultaneously in partial replacement of portland cement to develop ternary mixes. Class c fly ash and silica fume incorporation in the mix design, in ad-dition to low water-to-powder ratio resulted in the successful development of high strength mixes with minimum 24-hour strength in excess of 70 MPa and a final compressive strength ex-ceeding 100 MPa at 28 days. Mechanical properties testing of developed concrete mixes showed that SCMs incorporation resulted in increased values for hardened concrete modulus of elasticity (MoE) and modulus of rupture (MoR). The enhanced concrete properties, mainly high early strength, are highly required in precast concrete industry as it allows for increased productivity of precast facilities and the possibility of pouring high strength slender sections for prestressed concrete applications
Keywords
fly ash; silica fume; supplementary cementitious materials; pozzolans; strength
Subject
Engineering, Civil Engineering
Copyright: This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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