AbstractClosed-form analytical solutions are presented for the critical failure plane angle and maximum total reinforcement force in a geosynthetic-reinforced soil (GRS) retaining wall, as obtained from a general force equilibrium…

AbstractThe performance of retaining walls is affected by spatial variability in the properties of the retained backfill. In practice, the conventional approach for designing retaining walls is deterministic and is…

AbstractThe seismic performance of honeycomb concrete canvas geocell-reinforced retaining walls with saturated calcareous sand backfill was investigated. Four different shaking table test models were constructed to determine the effect of…