Numerical analysis of full-scale mechanically stabilized earth (MSE) walls under strip footing load Universiteit Gent
In this study, the results of full scale models are compared with the results of numerical analysis (Plaxis 2D) to provide the necessary knowledge to analyze geogrid-reinforced MSE walls under short and long-term loading conditions. The models were different in the flexibility of facing elements (with full rigid or full flexible face) and were the same in other parameters like number of geotextile layers, the vertical distance between layers and ...