Open access
Aug 2026
IMPROVEMENT OF THE CYCLIC LOADING RESPONSE OF STABILIZED EXPANSIVE SOILS
This research aims to investigate the active behavior of expansive soils stabilized with ground granular kiln slag (GGBS) and cement-activated slag (GGBS/C) subjected to cyclic loading. Key active parameters shear modulus, Young's modulus, damping ratio, and deviatoric stress are basically assessed, complemented by Fo...
Sarah Djouimaa, Abdelrahim Ghris, C. Guergah et al.
· Kufa journal of Engineering · 0 citations