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Fig 1.

Cross-section of double-line ballasted railway with concrete box subgrade.

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Fig 2.

Longitudinal elevation of concrete box subgrade.

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Table 1.

Material parameters [33,39].

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Fig 3.

Three-dimensional finite element model.

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Fig 4.

Main modelling procedure.

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Fig 5.

Comparison of vertical dynamic stresses in subgrade [39].

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Fig 6.

Comparison of lateral dynamic displacements in subgrade.

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Table 2.

Comparison of vertical acceleration in subgrade.

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Fig 7.

Dynamic stress distribution and attenuation curves with depth at the subgrade centerline.

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Fig 8.

Transverse distribution of dynamic displacement along the subgrade surface.

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Fig 9.

Acceleration distribution curves with depth at the subgrade centerline.

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Fig 10.

Transverse distribution of dynamic stress on the roof’s top.

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Fig 11.

Transverse distribution of dynamic stress on the roof’s bottom.

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Fig 12.

Transverse distribution of dynamic stress on the floor’s top.

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Fig 13.

Transverse distribution of dynamic stress on the floor’s bottom.

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Fig 14.

Dynamic stress distribution curves along the depth at the centers of various vertical webs.

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Fig 15.

Dynamic stress distribution curves along the depth at the locations of various rail tracks.

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Fig 16.

Transverse distribution of dynamic displacement on the roof’s top of the concrete box subgrade under the three operational conditions.

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Fig 17.

Dynamic displacement profiles along the top and bottom of the roof.

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Fig 18.

Dynamic displacement profiles along the top and bottom of the floor.

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Fig 19.

Dynamic displacement distribution curves along the depth at the centers of various vertical webs.

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Fig 20.

Dynamic displacement distribution curves along the depth at the locations of various rail tracks.

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Fig 21.

Peak acceleration curves at various measurement points on the roof surface under the three operational conditions.

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Fig 22.

Variation distribution of peak acceleration across different structural layers of the concrete box subgrade.

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Fig 23.

Depthwise acceleration distribution at the centers of different vertical webs.

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Fig 24.

Acceleration distribution curves along the depth at the locations of various rail tracks.

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