Zaid H. Majeed

Sustainable stabilization of lean clay using fly ash, silica fume and GGBS: Effects on unconfined compressive strength and California bearing ratio

Lean clay soils are considered among the most problematic soil types in civil engineering due to their low shear strength and high compressibility, which necessitate remediation to limit post-construction settlement and ensure adequate bearing capacity. Chemical stabilization is widely adopted for improving such weak g...