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Strip Footing on Tire Shred Reinforced Soil by Litan Debnath is a document available to read on EtoBox.
This study investigates the mechanical behavior of geosynthetic reinforced soil walls through physical modeling subjected to strip footing monotonic and cyclic loads. The influence of footing location, stress level, post-cyclic behavior, and inclusion of tire shred in the backfill on the wall facing deformation, bearing capacity, and footing settlement are assessed. 12 physical model tests were conducted on a scale of 1:4. Results show bearing capacity increases with offset distance from wall and adding tir
- Author
- Litan Debnath
- Language
- EN