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This research paper presents an analysis of geosynthetic-reinforced pile-supported (GRPS) embankments, highlighting the complex interactions between the geosynthetic, foundation, granular platform, fill soil, and underlying geological media. A new theoretical approach is proposed that integrates arching and tensioned membrane theories to better understand load transfer mechanisms, demonstrating improved design methods compared to previous approaches. The findings indicate that the proposed method aligns wel

Author

sam kowalski

Language

EN