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  • Sustainable soil stabilization using industrial waste ash . . .
    This practical finding confirms that using various industrial waste additives as stabilizers has a clear and consistent impact on the PL of the soil The plasticity index (PI) value, which is the difference between the liquid limit (LL) and the plastic limit (PL), indicates the range of water content within which the soil exhibits plastic behavior
  • (PDF) Application of industrial by-product waste as soil . . .
    And, to understand the mechanical and chemical changes of stabilized peat soil, the unconfined compressive Strength (UCS) testing and microstructural analysis using SEM, EDX, and XRD before and
  • Performance Evaluation and Microstructural Assessment of . . .
    3 4 6 Phase VI: Microstructural Analysis of Treated Soil In the final phase, microstructural analysis was conducted on the stabilized soil samples using techniques such as SEM or other suitable methods This analysis aimed to investigate the changes in the soil’s microstructure due to FA and GGBFS stabilization
  • Mechanical characteristics and microstructural changes in . . .
    Microstructural results revealed microstructural densification occurred through hydration product development binding soil particles This work demonstrated the technical and environmental viability of recycling PG through loess improvement, offering a sustainable solution for problematic soil stabilization and industrial waste utilization
  • Utilization of industrial waste—based geopolymers as a soil . . .
    Further, morphological and microstructural analysis studies show that the formation of C–S–H gel, silicate, calcite and aluminate compounds are mainly responsible for the improvement in the geotechnical properties of soil The soil stabilized using industrial waste-based geopolymers have potential applications in the ground improvement
  • Evaluation of geotechnical, mineralogical and environmental . . .
    Analyzing the application of industrial wastes and by-products from an environmental point of view, it is observed that the use of these recycled materials as a chemical stabilizer could cause toxicity problems in soils and groundwater, due to the pH changes produced in the stabilization process, which could release heavy metals into the
  • Enhancing Mechanical Properties of Expansive Soil Through BOF . . .
    This study investigates the stabilization of expansive soil using basic oxygen furnace (BOF) slag, an eco-friendly steel by-product, as an alternative to conventional stabilizers like ordinary Portland cement By evaluating varying concentrations of BOF slag and lime as an activator, the research aims to improve the soil’s mechanical properties, addressing issues like low bearing capacity





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