Numerical analysis using FEM on the behavior of reinforced fill structure having geogrid and steel wire mesh as a reinforcing element

Nowadays, installation of geosynthetics is an effective and economical way to cater soil stability problems. It also helps in designing reliable, constructible, eco-friendly, costeffective geotechnical structures. Numerous infrastructures resting on these stabilized soil structures is prone to failure due to collapse which result in financial loss, loss of life and disturbance in the services which may take few years to rebuilt. The aim of this paper is to highlight the importance of geogrid and wire mesh as a reinforcement method in reinforced fill structure. To assess the performance of this soil reinforcement, finite element method analysis was adopted. The geometry model of this reinforced fill structure has dimensions as 10 m height, 20 m wide. The type of geogrid used consist of high tenacity polyester fibers coated with a polyethylene sheath. This research paper explores the use of reinforced fill structures incorporating geogrids and wire mesh as an economical, eco-friendly, and adaptable alternative to conventional methods. These structures offer advantages in terms of minimal labor, low manufacturing costs and easy to install that can be customized to fit the specific requirement of any project. The study concludes that reinforced fill structures using geogrids and wire mesh represent a promising alternative solution for construction projects.