Research Article

Dynamic Stress of Subgrade Bed Layers Subjected to Train Vehicles with Large Axle Loads

Table 5

Statistical results of the maximum dynamic stress at the subgrade surface.

Statistical parameterAxle load (t) for heavy-haul track irregularityAxle load (t) for China’s three main lines track irregularity
3032.5353032.535

μ (kPa)86.697.3110.374.482.191.0
σ (kPa)10.19.8210.238.18.348.91
μ + 3σ (kPa)116.9126.8141.098.7107.1117.7