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Abstract Expansive clay soils pose significant challenges in road construction due to their high plasticity, swelling potential, and low bearing capacity. This study investigates the combined use of fly ash, lime, and waste tyre granules as sustainable stabilizing agents, addressing a gap in existing research. Laboratory tests were conducted to assess the geotechnical properties of treated and untreated soils.
As a journalist, you can create a free Muck Rack account to customize your profile, list your contact preferences, and upload a portfolio of your best work.