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

Table 1

Unballasted tracks used in this work.

Categories	Label	Types of isolation layer	Length (m)
No. 1	J1	Rubber	5.92
	J2	Rubber	5.92
No. 2	J3	Rubber	4.12
	J4	Rubber	4.12
No. 3	F1	Geotextile	5.92
	F2	Geotextile	5.92
No. 4	F3	Geotextile	4.12
	F4	Geotextile	4.12