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This report investigates the behavior of Geosynthetic Reinforced Soil Integrated Bridge Systems (GRS-IBS) under differential settlements, which can arise from compressible soils or scour. A field-scale model was tested, demonstrating that GRS abutments can withstand significant differential settlements, although large separations may pose hydraulic risks. Recommendations for the Virginia Department of Transportation include considering GRS-IBS as a viable option while addressing scour concerns and implement

Author

2021folkloreaoty

Language

EN