Use of Rubber Mat to Improve Deformation Behaviors of Ballastless Tracks Laid on Bridges

Figure 11

Interlayer deformations of the ballastless tracks loading at the slab end: (a) 1-1; (b) 1-2; (c) 2-1; (d) 2-2; (e) 3-1; (f) 3-2.

(a)

(b)

(c)

(d)

(e)

(f)