numerical analysis of full-scale mse wall behaviour under the dynamic load

In this study, the test results of full-scale mechanically ‎stabilized earth (mse) walls are compared with the ‎results of 2d ‎numerical analysis. in the first part of the test, the roller ‎compactor as the dynamic load is ‎applied. in the second part, the behaviour of ‎full-scale mse walls is studied under the strip footing load ‎ considering the preloading effects of the roller compactor. for the ‎mse wall, the compaction load increased the lateral earth pressure ‎resulting in a pre-stressed condition on ‎reinforcement layers and ‎consequently reducing the wall deflection specially, after applying the strip ‎footing load.‎