Search for: [Abstract = "The full wraparound technique proved to be efficient for the confinement of soil mass and reduction in settlement of foundation however lacks the literature to ascertain the performances of such footing under dynamic loading. In view of the above, the present study examines the effect of geosynthetic layers having a finite length with full wraparound ends as a reinforcement layer, placed horizontally at a suitable depth below the foundation using the finite element modeling \(FEM\) and evaluates the ultimate load\-bearing capacity of a strip footing resting on loose and dense coarse\-grained earth beds under seismic loading and further compared to those of footing resting on unreinforced earth bed."]

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