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Physical Modelling of a Strip Footing on a Geosynthetic Reinforced Soil Wall Containing Tire Shred Subjected to Monotonic and Cyclic Loading
2021
International Journal of Engineering
In this study, the mechanical behavior of geosynthetic reinforced soil walls was investigated through physical modeling subjected to strip footing monotonic and cyclic loads at various stress paths. The influence of footing location, stress level, post-cyclic behavior and sand-tire shred admixture on the lateral deformations of the wall facing, bearing capacity and the settlement beneath the footing were assessed. To this aim, 12 physical model tests were conducted on a scale of 1: 4. Results
doi:10.5829/ije.2021.34.10a.08
fatcat:av7ryaa6nbhyfmo55nntlbtr5e