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

Table 3

Test loading acted on the unballasted tracks.

Label	Distance between the test loading and the cross sections (unit: m)
	Cross section #1	Cross section #2	Cross section #3
J1	1.28	1.44	4.52
F1	1.28	1.44	4.52
J2	Null	Null	Null
F2	Null	Null	Null
J3	Null	Null	Null
F3	Null	Null	Null
J4	2.98	1.10	0.78
F4	2.98	1.10	0.78