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.· E3S Web of Conferences· 0 citations
Reinforced soil walls with geosynthetics are widely used for soil mass containment due to their efficiency and ease of construction. However, traditional design methods—largely developed in response to early concerns about geosynthetic performance—adopt conservative assumptions based on granular backfills and typically...
Gabriel da Silva Silverio, Nicole Hansen, J. Lins da Silva· E3S Web of Conferences· 0 citations
Roads with low traffic volume frequently experience premature distress due to construction over subgrades with low bearing capacity. In this context, geocell reinforcement combined with recycled materials such as Reclaimed Asphalt Pavement (RAP) has emerged as a sustainable alternative to improve pavement performance....
Renan Barbosa Neves, Gabriel da Silva Silverio, Clever Aparecido Valentin et al.· E3S Web of Conferences· 0 citations
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