A new limit analysis framework for bearing capacity of layered coral sand foundations considering the influence of gradation and particle recombination

Puntos clave

• The new framework assesses bearing capacity influenced by gradation and particle recombination.
• Findings indicate that different gradation levels significantly affect bearing capacity metrics.
• Assessment utilized limit analysis techniques to evaluate coral sand foundations under varying conditions.
• These results support improved foundation design strategies, enhancing safety and stability for construction projects.