Research on the fatigue performance of self-compacting concrete structure in CRTSIII slab ballastless track under the action of heavy haul train

Author:

Zeng Zhi-ping,Huang Xu-dong,Yan Bin,Wang Wei-dong,Ahmed Shuaibu Abdulmumin,He Xian-feng

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference56 articles.

1. TB10621-2014, Code for Design of High Speed Railway, National Railway Administration of P.R.C., 2014. (in Chinese).

2. Railway General Construction [2013] No. 103, Guiding Opinions on Optimization of Railway Engineering Design Measures, 2013. (in Chinese).

3. TB 10625-2017, Code for Design of Heavy Haul Railway, Beijing, China: National Railway Administration, 2017. (in Chinese).

4. Influence of age on the detection of defects at the bonding interface in the CRTS III slab ballastless track structure via the impact-echo method;Jiang;Constr. Build. Mater.,2020

5. Experimental investigation on shear steel bars in CRTS II slab ballastless track under low-cyclic reciprocating load;Feng;Constr. Build. Mater.,2020

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