20.500.12556/DiRROS-21272 Use of marginal and recycled fills for GRS structures Marginal and recycled fills are increasingly being utilized in geosynthetic reinforced soil (GRS) structures like retaining walls and bridge abutments due to their cost- effectiveness and sustainability. Marginal fills, including locally available soils with less desirable engineering properties, can be used when properly engineered with geosynthetics to enhance strength and stability. Recycled fills, such as recycled concrete, asphalt, various ashes have been proved already as an eco-friendly alternative to conventional aggregates. However, these practices involve thorough characterization and testing of marginal and recycled fills to ensure their suitability for specific applications. Advanced geotechnical analyses, including laboratory tests and numerical modeling, help determine the optimal blend of materials and reinforcement for achieving desired performance criteria. Experiences with the use of residues from deinking paper industry and river debris as backfill material are presented. Time effect on the compaction and deformation characteristics as well as the impact of high basicity of backfill material have been considered. soil reinforcement reinforced fill structures GRS abutments residues from paper industry river debris ojačitev tal ojačane polnilne strukture GRS abutmenti ostanki iz papirne industrije rečne naplavine true false true Angleški jezik Slovenski jezik © authors, 2024 Neznano 2025-01-21 12:14:24 2025-01-21 12:20:16 2025-01-22 03:40:19 0000-00-00 00:00:00 2024 0 0 Nasl. z nasl. zaslona; Opis vira z dne 17. 1. 2025; Str. 105-108 0000-00-00 Zaloznikova Objavljeno NiDoloceno 0000-00-00 0000-00-00 2024-06-01 624.07 222928899 222927619 https://library.geosyntheticssociety.org/proceedings/proceedings-from-the-technical-workshop-on-reinforcement-and-drainage-in-soil-structures/ 1 e14e013f-d7e8-11ef-ba3f-001a4af901a5 https://dirros.openscience.si/Dokument.php?lang=slv&id=30207 RAZ_Lenart_Stanislav_2024.pdf RAZ_Lenart_Stanislav_2024.pdf 1 796D59A02C8AE4F5F52B4419E7A7B723 5f2296ac4dc6aefb6ac2da538583dd2bd255517e8ea54ab82ae427e0965c92a3 6abf4173-d7e9-11ef-ba3f-001a4af901a5 https://dirros.openscience.si/Dokument.php?lang=slv&id=30208 Zavod za gradbeništvo Slovenije 0 0 0