Influence of Local Deformation Mode of Cable-Stayed Bridge on Unballasted Tracks: Experimental Research

Table 4

Interlayer deformations of the unballasted tracks.

Label	Data of the deformation measuring sensors (unit: mm)
	1-1	1-2	2-1	2-2	3-1	3-2
J1	−0.904	−0.949	−0.424	−0.367	0.198	0.189
F1	Null	Null	Null	−0.035	−0.017	0.012
J2	0.037	0.019	0.018	Null	−0.039	−0.044
F2	−0.009	−0.004	−0.010	0.005	−0.013	−0.007
J3	−0.007	−0.030	0.011	0.005	0.039	Null
F3	−0.007	0.002	−0.006	0.003	−0.006	0.002
J4	Null	Null	−0.893	−0.865	−2.030	−1.882
F4	Null	Null	Null	Null	Null	Null