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- [21] Effect of pier temperature gradient on longitudinal force of CRTS Ⅱ slab ballastless track on bridge Jiaotong Yunshu Gongcheng Xuebao/Journal of Traffic and Transportation Engineering, 2020, 20 (04): : 80 - 90
- [22] Study on Fatigue Damage Rule of CRTSⅡ Ballastless Track Slab Tiedao Xuebao/Journal of the China Railway Society, 2021, 43 (11): : 113 - 121
- [24] Influence of void underneath slab on mechanical behavior of longitudinally coupled slab ballastless track turnout on bridge Zhongguo Tiedao Kexue/China Railway Science, 2014, 35 (06): : 21 - 27
- [29] Research on the CRTS Ⅱ slab ballastless track buckling deformation in the process of construction J. Railw. Eng. Soc., 1 (55-60):
- [30] Study on the basic mechanical characteristics of CRTS III slab ballastless track PROCEEDINGS OF THE 2015 INTERNATIONAL CONFERENCE ON MECHATRONICS, ELECTRONIC, INDUSTRIAL AND CONTROL ENGINEERING, 2015, 8 : 1475 - 1478