Estimation of Burden Conveying Limits of Square Footings Laying on Geosynthetic Reinforced Soil Foundations as a Technology Towards Green Buildings

The purpose of this study is to investigate and quantify the load-carrying capacity square footings supported by foundations made geosynthetic reinforced soil (GRS). A significant area research in geotechnical engineering estimation burden-carrying limits feet laying on as a green building technology. This aims foundations, with particular focus how these can be used environmentally friendly methods. Geosynthetic-supported establishments are implicitly reasonable holders. footing set loading frame compressed. (Group 1: GRS system 6 cm reinforcement spacing, N = 17; Group 2: 4 spacing). For test size estimation, pre-test power certainty spans were at 80% 95% separately. foundation spacing outperforms tests. Closer improves bearing capacity. results will add upgrading comprehension geosynthetic-supported establishment frameworks their true an innovation for developing structures. discoveries give bits knowledge specialists, planners, development experts planning feasible harmless ecosystem structures while guaranteeing underlying respectability security.