Research on the heat–humidity coupling transfer model of the CRTS Ⅱ type track slab and its characteristics

Author:

Wu Wei,Liu Peng,Gong Yan Feng

Publisher

Elsevier BV

Reference46 articles.

1. Study on the damage evolution of the joint and the arching deformation of CRTS-II ballastless slab track under complex temperature loading;Huang;Constr. Build. Mater.,2021

2. Long-term prediction of fatigue crack growth in ballastless track of high-speed railway due to cyclic train load;Feng;Constr. Build. Mater.,2021

3. Mechanism of interfacial shear failure between crts II slab and ca mortar under temperature loading;Zhong;Eng. Mech.,2018

4. Analysis of the causes of intercourse gap in CRTS Ⅱ Type Plateless Ballastless track layer;Zhu;J. Railway Eng. Soc.,2021

5. Study on the interlayer debonding and its effects on the mechanical properties of CRTS Ⅱ slab track based on viscoelastic theory;Zhang;Constr. Build. Mater.,2019

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