Geosynthetic reinforced piled embankment modeling using discrete and continuum approaches

Understanding the load transfer mechanism can support engineers having more economical design of geosynthetic reinforced piled embankments. This study aims to investigate mechanisms by two different numerical methods including Discrete Element Method (DEM) and Finite Difference (FDM). The DEM model adopts (a) discrete particles simulate micro-structure granular materials (b) coupled element – finite method (DEM-FEM) capture interaction between geotextiles. On other hand, FDM uses an advanced constitutive soil considering hardening softening behaviour materials. results show that geotextiles only contribute vertical loading resistance in cases where soils piles are soft enough. In terms design, optimum value geotextile tensile stiffness be found load, thickness embankment. Both a high is not required since extra will slightly efficiency Nevertheless, both models useful optimize