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Long-term strength and durability performance of eco-friendly concrete with supplementary cementitious materials

Long-term strength and durability performance of eco-friendly concrete with supplementary cementitious materials
Long-term strength and durability performance of eco-friendly concrete with supplementary cementitious materials
Research has shown that adding supplementary cementitious materials (SCMs), such as fly ash (FA) and slag (SL), to concrete improves its mechanical and durability properties up to certain limits. However, the long-term performance of concrete made with FA and SL is not fully known. This study investigates the impact of FA and SL on the long-term (up to 900 days) performance of concrete. The concrete specimens were made with six replacement percentages (0, 10, 20, 30, 45 and 60 by weight) of ordinary Portland cement (OPC). The short-term fresh and hardened properties of all concrete mixes were assessed after 14, 28, 60, and 90 days of water curing. After 120, 365, 730, and 900 days of water curing, the long-term performance was investigated for 100% OPC (control), 30% FA, and 30% SL concretes. At 28 days, no significant difference in strength development was observed for the concrete mixes containing up to 30% FA and 30% SL than the control concrete (100% OPC). In contrast, a remarkable enhancement in strength development was registered for all mixes containing up to 30% FA and 30% SL at 60 and 90 days of tests. Likewise, 30% FA and 30% SL showed the lowest porosity and water absorption than the control. The mechanical strength of concrete prepared with 30% FA and 30% SL gradually rises over time (from 14 to 900 days) compared to the control concrete. With increasing concrete age, a reduction in porosity and capillary water absorption was seen (up to 900 days).
Miah, Md Jihad
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Ren, Huaping
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Paul, Suvash Chandra
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Babafemi, Adewumi John
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Li, Ye
86d13351-982d-46c3-9347-22794f647f86
Miah, Md Jihad
0a0c52da-9b25-44b9-a937-def203926d35
Ren, Huaping
6ada5ced-aa0e-4409-b513-7f81bd5ae242
Paul, Suvash Chandra
a06b2519-4d24-4329-8e1a-e8fd0c74547f
Babafemi, Adewumi John
cecd0ad0-94f9-42ee-9ffd-10634a75362b
Li, Ye
86d13351-982d-46c3-9347-22794f647f86

Miah, Md Jihad, Ren, Huaping, Paul, Suvash Chandra, Babafemi, Adewumi John and Li, Ye (2023) Long-term strength and durability performance of eco-friendly concrete with supplementary cementitious materials. Innovative Infrastructure Solutions, 8, [255]. (doi:10.1007/S41062-023-01225-3).

Record type: Article

Abstract

Research has shown that adding supplementary cementitious materials (SCMs), such as fly ash (FA) and slag (SL), to concrete improves its mechanical and durability properties up to certain limits. However, the long-term performance of concrete made with FA and SL is not fully known. This study investigates the impact of FA and SL on the long-term (up to 900 days) performance of concrete. The concrete specimens were made with six replacement percentages (0, 10, 20, 30, 45 and 60 by weight) of ordinary Portland cement (OPC). The short-term fresh and hardened properties of all concrete mixes were assessed after 14, 28, 60, and 90 days of water curing. After 120, 365, 730, and 900 days of water curing, the long-term performance was investigated for 100% OPC (control), 30% FA, and 30% SL concretes. At 28 days, no significant difference in strength development was observed for the concrete mixes containing up to 30% FA and 30% SL than the control concrete (100% OPC). In contrast, a remarkable enhancement in strength development was registered for all mixes containing up to 30% FA and 30% SL at 60 and 90 days of tests. Likewise, 30% FA and 30% SL showed the lowest porosity and water absorption than the control. The mechanical strength of concrete prepared with 30% FA and 30% SL gradually rises over time (from 14 to 900 days) compared to the control concrete. With increasing concrete age, a reduction in porosity and capillary water absorption was seen (up to 900 days).

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Accepted/In Press date: 21 August 2023
Published date: 4 September 2023

Identifiers

Local EPrints ID: 497905
URI: http://eprints.soton.ac.uk/id/eprint/497905
PURE UUID: 57deceff-3e16-45ac-9a23-00fb7930482e

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Date deposited: 04 Feb 2025 17:46
Last modified: 22 Aug 2025 02:47

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Contributors

Author: Md Jihad Miah
Author: Huaping Ren
Author: Suvash Chandra Paul
Author: Adewumi John Babafemi
Author: Ye Li ORCID iD

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