ArticleScientific reports2024
Impact of various additives and their combinations on the consolidation characteristics of clayey soil.
Article in Scientific reports, 2024. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 8 papers.
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Who cites it
8 citing papers in PubMed.
- Effect of wheat straw protein hydrogel on the mechanical and compressibility behavior of dispersive soil.Scientific reports · 2026Article
- Stabilization of highly expansive clay using synergistic EAF slag and water treatment sludge: a mechanical performance study.Scientific reports · 2026Article
- Multi-scale mechanistic evaluation of reactivity balance in metakaolin-nano-CaCOScientific reports · 2026Article
- Optimized ceramic powder geopolymer mortar reinforced with basalt fibers for mechanical durability and environmental performance.Scientific reports · 2026Article
- Recycled aggregate size effect on shear and tensile fracture toughness of SCB Eco-friendly cemented specimens.Scientific reports · 2025Article
- Long-term influence and calculation model of temperature on strength of marine soft clay solidified with calcium carbide residue-fly ash geopolymer.Scientific reports · 2025Article
- Experimental and analytical investigation of Frost heave characteristics in red-bed coarse-grained materials incorporating particle breakage effect.Scientific reports · 2025Article
- Experimental study on the dynamic properties of low-cement sludge solidified soil under long-term cyclic loading.Scientific reports · 2025Article
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Authors and funding
3 authors.
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No grant is acknowledged in the PubMed record.
Abstract
Improving highway bases is the most crucial step that enhances pavements' performance and long-term durability. Lime and Portland cement are commonly used in soil stabilization endeavors. Nevertheless, the substantial carbon emissions associated with cement and lime manufacturing have led to a growing interest in researching environmentally friendly additives. Through standard proctor compaction tests and one-dimensional consolidation tests, this research investigates the consolidation behavior of fine-grained soil stabilized with various content of additives such as fly ash (FA), volcanic ash (VA), marble powder (MP), cement, and lime and their combination at different curing times (7, 14, 28, and 90 days). Furthermore, to evaluate the characteristics of materials, tests such as Atterberg limits, soil grain size distribution, X-ray fluorescence (XRF), scanning electron microscope (SEM), particle size analysis (PSA), and energy dispersive spectroscopy (EDS) have been performed on the selected materials. Various stabilizing agents have different effects on consolidation and compaction behavior, with maximum dry density (MDD) decreasing with higher additives content and optimum moisture content (OMC) values generally increasing, except for MP-stabilized samples. The results indicate that the addition of FA, VA, MP, cement, and lime results in compressibility reductions. By raising the proportion of FA, VA, and MP additives to 20% and extending the duration of curing to 90 days, the compression index (C
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