Effect of rail axle load on geosynthetic reinforced back-to-back mechanically stabilized earth walls: Experimental and numerical studies

Dynamic displacement of sheet pile walls adjacent to the railway track

“…A review conducted by Ou et al [2] using limited component investigation to evaluate the primary reaction of adjacent walls to change detected that the concentrations of featured critical pressure are close to the foundation of the walls due to train-induced vibrations. One more study by Vadavadagi and Chawla [3], utilized field estimations and mathematical reenactments to assess the effect of train live loads on adjacent designs. This study explored and underscored the significance of considering dynamic impacts and soil-structure communication while surveying wall reactions to prepare prompted loads.…”