Feasibility of using bagasse ash incorporating limestone calcined clay cement as ordinary Portland cement replacement for stabilisation of black cotton soils

In this study, a green and cost-effective cement system was developed with bagasse ash (BA incorporating limestone calcined clay cement (LC 3 ) as ordinary Portland cement (OPC) replacement from black cotton soil (BCS) stabilisation perspective. Effect of BA incorporating 20 % – 60 % range of LC 3 on standard consistency (SC), setting time (ST) and compressive strength properties was investigated and optimised through comparison studies with similar properties to BA incorporating 20 % – 60 % range of OPC. Optimum content of BA incorporating LC 3 was added to BCS in different mix proportion range of 0–18 %. Effect of addition of different content of BA incorporating LC 3 on performance of BCS specimens was examined in terms of compaction, free swell and durability properties. The results show that utilisation of BA incorporating LC 3 maintains compressive strength and improves SC as well as ST of BA incorporating LC 3 paste. Compared to BA incorporating OPC, BA incorporating 40 % of LC 3 content at 0.50 water-cement (w/c) ratio obtained a good comprehensive strength equivalent cement performance. From the experimental results, it was found that addition of BA incorporating LC 3 at optimal content significantly improved compaction, swell potential and durability properties of treated BCS. This study demonstrates technical feasibility of BA incorporating LC 3 as a cement replacement. It verifies the reuse of by-products from agriculture for application as cementitious materials. The study further promotes the utilisation of BA incorporating LC 3 for addressing climate change emergency and reducing high costs for routine BCS stabilisation practice. • BA incorporating LC 3 as green and cost-effective cement replacement for BCS stabilization. • BA incorporating LC 3 mortars with improved mechanical properties, and stabilized BCS with improved engineering performance. • Promoting use of BA incorporating LC 3 for BCS stabilization practice relevant to construction industry.

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Publication Details

Journal
Cleaner Waste Systems
Published
2025-02-05
DOI
https://doi.org/10.1016/j.clwas.2025.100226
Citations
6
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
5.72
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article

Feasibility of using bagasse ash incorporating limestone calcined clay cement as ordinary Portland cement replacement for stabilisation of black cotton soils

Siya Rimoy, Horris K. Nangulama
6 citations
Cleaner Waste Systems
Concrete and Cement Materials Research
5.72
article

Feasibility of using bagasse ash incorporating limestone calcined clay cement as ordinary Portland cement replacement for stabilisation of black cotton soils

Siya Rimoy, Horris K. Nangulama
article en
6 citations

Abstract

In this study, a green and cost-effective cement system was developed with bagasse ash (BA incorporating limestone calcined clay cement (LC 3 ) as ordinary Portland cement (OPC) replacement from black cotton soil (BCS) stabilisation perspective. Effect of BA incorporating 20 % – 60 % range of LC 3 on standard consistency (SC), setting time (ST) and compressive strength properties was investigated and optimised through comparison studies with similar properties to BA incorporating 20 % – 60 % range of OPC. Optimum content of BA incorporating LC 3 was added to BCS in different mix proportion range of 0–18 %. Effect of addition of different content of BA incorporating LC 3 on performance of BCS specimens was examined in terms of compaction, free swell and durability properties. The results show that utilisation of BA incorporating LC 3 maintains compressive strength and improves SC as well as ST of BA incorporating LC 3 paste. Compared to BA incorporating OPC, BA incorporating 40 % of LC 3 content at 0.50 water-cement (w/c) ratio obtained a good comprehensive strength equivalent cement performance. From the experimental results, it was found that addition of BA incorporating LC 3 at optimal content significantly improved compaction, swell potential and durability properties of treated BCS. This study demonstrates technical feasibility of BA incorporating LC 3 as a cement replacement. It verifies the reuse of by-products from agriculture for application as cementitious materials. The study further promotes the utilisation of BA incorporating LC 3 for addressing climate change emergency and reducing high costs for routine BCS stabilisation practice. • BA incorporating LC 3 as green and cost-effective cement replacement for BCS stabilization. • BA incorporating LC 3 mortars with improved mechanical properties, and stabilized BCS with improved engineering performance. • Promoting use of BA incorporating LC 3 for BCS stabilization practice relevant to construction industry.

Cleaner Waste SystemsVol. 10
University of Malawi (MW), University of Dar es Salaam (TZ), Malawi University of Business and Applied Sciences
Openalex Percentile: Top 5%
Concrete and Cement Materials Research
5.72
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