Research Article

Response Analysis of a Ballasted Rail Track Constructed on Soft Soil by 3D Modeling

Table 3

Dynamic multipliers for the train load analysis.

Time stepsDistanceTimeMultiplier 1Multiplier 2Multiplier 99Multiplier 100Multiplier 101

100.0000000
20.60.0300000
31.20.0600000
41.80.0900000
52.40.120.069−0.031000
630.15−0.070.078000
9858.22.9900000
9958.83.0200000
10059.43.0500−0.0100
101603.09000.05−0.010