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International Journal of Science, Strategic Management and Technology

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ISSN: 3108-1762 (Online)
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SUSTAINABLE REUSE OF CONSTRUCTION AND DEMOLITION WASTE FOR GEOPOLYMER-BASED SOIL STABILIZATION

AUTHORS:
GOKULRAJ M
Mentor
SATHEES KUMAR V
Affiliation
Department of Civil Engineering (Geotechnical Engineering),Government College of Technology
CC BY 4.0 License:
This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Abstract

Low bearing capacity, high compressibility, and excessive settlement or instability in civil engineering structures can occur with soft clay soils. Cement and lime usually stabilise these types of soil, but their manufacturing processes produce significant amounts of greenhouse gases and environmentally harmful chemicals. In addition to these traditional methods, a new sustainable method to improve soil properties through polymer technology has become popular. Due to the lower carbon footprint associated with polymer products compared to cement-based products, geopolymer technology has received increasing use to enhance soil properties by providing excellent binding properties. Construction and demolition waste (CDW) contain a lot of silica and alumina and, therefore, can be used as a precursor or starting point in producing geopolymeric binders that will help stabilise soft clay soils. This research project evaluated the effectiveness of using CDW-derived geopolymeric binders for stabilising soft clay soils. Of the various variables evaluated during study, results demonstrated that NaOH molarity has a major impact on the development of strength in CDW-derived geopolymeric binders and the subsequent improvement in geotechnical properties of the solidified soil. The improvement of geotechnical (engineering) properties is exemplified through the increased strength and reduced compressibility of the solidified soil when using a geopolymeric binder derived from CDW. Further, as CDW can be reused, this approach supports green waste management and efficient use of resources. Ultimately, the use of CDW-derived geopolymers provides an environmentally friendly and financially viable solution to stabilising soft clay soils.

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M, G. (2026). Sustainable Reuse of Construction and Demolition Waste for Geopolymer-Based Soil Stabilization. International Journal of Science, Strategic Management and Technology, 02(03). https://doi.org/10.55041/ijsmt.v2i3.172

M, GOKULRAJ. "Sustainable Reuse of Construction and Demolition Waste for Geopolymer-Based Soil Stabilization." International Journal of Science, Strategic Management and Technology, vol. 02, no. 03, 2026, pp. . doi:https://doi.org/10.55041/ijsmt.v2i3.172.

M, GOKULRAJ. "Sustainable Reuse of Construction and Demolition Waste for Geopolymer-Based Soil Stabilization." International Journal of Science, Strategic Management and Technology 02, no. 03 (2026). https://doi.org/https://doi.org/10.55041/ijsmt.v2i3.172.

References
[1] J. Davidovits, “Geopolymers: Inorganic polymeric new materials,” Journal of Thermal Analysis, vol. 37, no. 8, pp. 1633–1656, 1991.

[2] J. L. Provis and J. S. J. Van Deventer, Geopolymers: Structures, Processing, Properties and Industrial Applications. Cambridge, UK: Woodhead Publishing, 2009.

[3] A. Cristelo, S. Glendinning, T. Miranda, D. Oliveira, and R. Silva, “Soil stabilization using alkaline activation of fly ash for self-compacting rammed earth construction,” Construction and Building Materials, vol. 36, pp. 727–735, 2012.

[4] B. Singh, M. Ishwarya, M. Gupta, and S. K. Bhattacharyya, “Geopolymer concrete: A review of some recent developments,” Construction and Building Materials, vol. 85, pp. 78–90, 2015.

[5] F. Pacheco-Torgal, Z. Abdollahnejad, and S. Miraldo, “Recent advances on geopolymeric materials for civil engineering applications,” Construction and Building Materials, vol. 36, pp. 1053–1060, 2012.

[6] T. B. Edil and C. H. Benson, “Sustainable use of industrial by-products in geotechnical engineering,” Journal of Geotechnical and Geoenvironmental Engineering, vol. 141, no. 4, 2015.

[7] A. Rios, A. Cristelo, J. Fonseca, and M. Ferreira, “Stabilisation of soft soils using alkaline activation of fly ash,” Engineering Geology, vol. 195, pp. 18–27, 2015.

[8] S. Kumar and R. Kumar, “Mechanical activation of fly ash: Effect on reaction, structure and properties of resulting geopolymer,” Ceramics International, vol. 37, no. 2, pp. 533–541, 2011.

[9] A. M. Fernández-Jiménez and A. Palomo, “Alkali-activated fly ash: Effect of the SiO₂/Na₂O ratio,” Microporous and Mesoporous Materials, vol. 86, pp. 207–214, 2005.

[10] UNEP, “Sustainable consumption and production in the construction sector,” United Nations Environment Programme, 2015.
Ethics and Compliance
✓ All ethical standards met
This article has undergone plagiarism screening and double-blind peer review. Editorial policies have been followed. Authors retain copyright under CC BY-NC 4.0 license. The research complies with ethical standards and institutional guidelines.
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