Conference
Open access
2026
Numerical Investigation of Granular Cushion Inclusions in Reinforced Walls with Geosynthetics Using Cohesive–Frictional Soils
The stability of geosynthetic-reinforced soil (GRS) relies on the frictional interaction and load transfer between the reinforcement and the compacted backfill. In general, non-cohesive granular soils are utilised as backfill due to their high frictional interaction with geosynthetics, which optimises reinforcement mob...
Gabriel da Silva Silverio, Bruna Martins de Melo, Nicole Hansen et al.
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