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Performance of sustainable road pavements founded on clay subgrades treated with eco-friendly cementitious materials

Amakye, Samuel Y.O.; Abbey, Samuel J.; Booth, Colin A.; Oti, Jonathan

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Authors

Samuel Y.O. Amakye

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Samuel Abbey Samuel.Abbey@uwe.ac.uk
Associate Director - Engineering Practice and Management/Associate Professor

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Colin Booth Colin.Booth@uwe.ac.uk
Professor of Smart and Sustainable Infrastructures

Jonathan Oti



Abstract

Clays encountered during road construction are mostly weak and result in major pavement failures due to their low California bearing ratio (CBR) and high swelling potential. In this study, sustainable and eco-friendly waste materials including brick dust waste (BDW), ground granulated blastfurnance slag (GGBS), recycled plastic (RP) and recycled glass (RG) at varying proportions of 11.75% and 23.5% were used as partial replacement for cement and lime in clay treatment. After determining the water content by conducting Atterberg limit and compaction test, A CBR and swell characteristics of treated and untreated clay were also conducted. A road pavement design was conducted using the Design Manual for Road and Bridges (DMRB) as a guide to determine the performance of treated clay with varying CBR values. A road pavement failure analysis was also conducted to understand the defect formation within pavement structures supported by eco-friendly treated clay. The embodied carbon of treated clay was calculated and a life cycle cost analysis (LCCA) of flexible pavement with treated clay and road with imported materials was conducted. The results show a liquid limit of 131.26 and plastic limit of 28.74 for high plasticity index (clay 1) and liquid limit of 274.07 and a plastic limit of 45.38 for extremely high plasticity index (clay 2). An increase in CBR values from 8% and 9% to 57% and 97% with a reduction in swell values from 4.11% and 5.03% to 0.38% and 0.56% were recorded. This resulted in a reduction in pavement thickness and stresses within the road pavement leading to reduced susceptibility of the pavement to fatigue, rutting and permanent deformation. Very low embodied carbon was recorded for eco-friendly treated clay and a high life cycle cost (LCC) with clay removed and replaced with imported materials compared with clay treated using eco-friendly waste materials. The study concluded that carbon and overall construction costs can be reduced using waste materials in road construction. Owners and operators can save money when clay is treated and used in road construction instead of removing clay and replacing it with imported materials.

Citation

Amakye, S. Y., Abbey, S. J., Booth, C. A., & Oti, J. (2022). Performance of sustainable road pavements founded on clay subgrades treated with eco-friendly cementitious materials. Sustainability, 14(19), 12588. https://doi.org/10.3390/su141912588

Journal Article Type Article
Acceptance Date Sep 30, 2022
Online Publication Date Oct 3, 2022
Publication Date Oct 3, 2022
Deposit Date Nov 14, 2022
Publicly Available Date Nov 14, 2022
Journal Sustainability (Switzerland)
Print ISSN 2071-1050
Electronic ISSN 2071-1050
Publisher MDPI
Peer Reviewed Peer Reviewed
Volume 14
Issue 19
Pages 12588
Series Title Advances in Sustainable Construction and Building Materials
DOI https://doi.org/10.3390/su141912588
Keywords Management, Monitoring, Policy and Law; Renewable Energy, Sustainability and the Environment; Geography, Planning and Development; Building and Construction, Brick dust waste; Eco-friendly solutions; Pavement; Clay; Economic appraisal; Life cycle cost ana
Public URL https://uwe-repository.worktribe.com/output/10141385
Publisher URL https://www.mdpi.com/2071-1050/14/19/12588
Related Public URLs https://www.mdpi.com/journal/sustainability/special_issues/Advances_Sustainable_Construction_Building_Materials

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