Abstract: This paper pertains to the development of a mechanical model to predict the behavior of a geosynthetic-reinforced granular fill over soft soil improved with stone columns. The saturated soft soil has been idealized by ...

Abstract: A new frequency-dependent analytical model of railway substructure stiffness is proposed for analyzing ballasted rail-track systems subjected to motion-induced dynamic loading. The proposed model incorporates the effects ...

Abstract: In this study, the behavior of soft clay improved with a conductive jute geotextile-encased stone column was investigated, considering the effects of electrokinetic coupling. The study findings suggest that electrokinetic-coupled ...