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Stabilization of Clay Soils Using a Lime Derived from Seashell
Luis Carlos Suárez López1, Juan Carlos López Ramos1, Yamid E Nuñez de la Rosa2
1Civil Engineering Program, Universidad de Cartagena, Cartagena de Indias 130015, Colombia.
Materials (Basel, Switzerland)
|June 27, 2025
Summary
Waste Seashell Lime (WSL), made from mollusk shells, effectively stabilizes soil. Alkali-activated WSL shows promising mechanical strength, supporting circular economy and waste management.
Area of Science:
- Materials Science
- Geotechnical Engineering
- Environmental Science
Background:
- Mollusk shell waste presents a sustainable alternative to traditional soil binders.
- Valorization of waste supports circular economy and solid waste management strategies.
Purpose of the Study:
- To evaluate the mechanical and microstructural properties of clayey soil stabilized with Waste Seashell Lime (WSL).
- To determine optimal calcination and activation conditions for WSL as a soil stabilizer.
Main Methods:
- Calcination of snail and mussel shells at varying temperatures and durations.
- Thermogravimetric analysis (TGA), SEM, and EDX for material characterization.
- Preparation and testing of 122 soil specimens with varying WSL content and NaOH activation.
Main Results:
- Optimal calcination at 800 °C for 2 hours identified.
- Highest unconfined compressive strength (UCS) of 4605 kPa achieved with 11% WSL and 1.0 mol/L NaOH at 28 days.
- WSL-treated soils showed superior performance to Type III Portland cement at lower WSL content.
Conclusions:
- Alkali-activated WSL is a technically viable binder for soil stabilization.
- The study confirms the potential of marine shell waste for reuse in civil engineering applications.
- Results support circular economy principles through effective waste valorization.
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