Effects of Backfill Constitutive Behavior and Soil–Geotextile Interface Properties on Deformations of Geosynthetic-Reinforced Soil Piers under Static Axial Loading

Physical Modelling of a Strip Footing on a Geosynthetic Reinforced Soil Wall Containing Tire Shred Subjected to Monotonic and Cyclic Loading

“…At D=2B and 3B, the failure first initiated at the corners of the strip footing, and it progressively mobilized toward the center of the wall. Khosrojerdi et al [43] also have reported this observation for the sliding between the soil and the geotextile layers in GRS walls.…”

Settlement Characteristics of Urban Underground Comprehensive Pipe Gallery under Different Backfill Conditions

“…Ardah et al [4] evaluated the performance according to the strain, lateral deformation, uplift, and lateral pressure at the intersection of approach bridge slabs. Khosrojerdi et al [5] studied the infuence of backfll constitutive behavior on the vertical and horizontal deformation of geosynthetic reinforced soil (GRS) pier under static axial load by numerical calculation and analysis method. Zhao et al [6], aiming at utility tunnel of Beijing Daxing New Airport, discussed the infuence of diferent backfll materials on pavement settlement through numerical simulation and optimized the construction method and backfll scheme.…”