Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University , Shanghai 201804, China; Shanghai Key Laboratory of Rail Infrastructure Durability and System Safety, Shanghai 201804, China 在期刊界中查找 在百度中查找 在本站中查找
Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University , Shanghai 201804, China; Shanghai Key Laboratory of Rail Infrastructure Durability and System Safety, Shanghai 201804, China 在期刊界中查找 在百度中查找 在本站中查找
Based on the displacement correcting method, the China railway track system(CRTS)Ⅱslab track was modelled in a finite element software. The damage propagation laws of wide and narrow joint separation, mortar-layer separation and supporting-layer cracks during the correction process are studied. The results show that the wide and narrow joint separation would decrease the ability to resist damage of the bonding interface; the mortar-layer separation made little influence on bonding interface; the supporting-layer cracks would grow deeper into the inside of the supporting-layer during the correction process.