Advanced Soil Stabilization of Expansive Clays Using Graphene Oxide Nanocomposites
摘要
Expansive clay soils present severe challenges in geotechnical engineering due to their swelling and shrinkage behavior. This study investigates the use of graphene oxide (GO), a nanomaterial renowned for its high surface area and functional groups, as a sustainable stabilizer for such soils. Laboratory tests were conducted on clay samples treated with varying GO dosages (0%, 0.1%, 0.5%, and 1.0%) and subjected to compaction, strength, swelling, plasticity, and microstructural analysis (SEM, FTIR, XRD). The results revealed that 0.5% GO achieved a 63% increase in UCS, reduced the free swell index by 50%, and decreased the plasticity index by 50%. Microstructural analyses demonstrated improved particle bonding, chemical interactions, and a reduction in swelling clay minerals. These findings demonstrate the effectiveness of GO as a low-dosage, high-performance stabilizer and advocate its application as a sustainable solution for soil enhancement.